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HomeMy WebLinkAbout2834 Lytton Hall DrL ALL WORK SHALLCOIt,jPLY WITH PREVAILING CODES FL Oi;03' 81,h ► I G CODE, NATIONAL ELECTRICCODE, AND THE CITY OF 9, ,��IYR.HILLS ORDINANCES, REVIEW DATI - � CITY OF ZEP f PLAN EXi�MINE' ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B'Ifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or CIg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Doi. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA Im E FSJ FSJ A rl.. INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at anytime for any reason. fNottf�,r X%\o�fl �N ��� a .:... �, E •. c qE_ r k �: 3` <I..� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LU i- q 8 N N 0 O Y C� (O J LL * to r N N J W u- J d LL ai Qj - (7 LL W a CL Z ca U _'o 0 z� o m o Cc W W o��rn rn ¢ a Z IL co ° N M Z Q <oN U0 J Wv ❑❑❑ U Z N o z m S z o J V) z a v o LL +J Cn w V O w s �t/1Ln c N cn (� r— U w MC 601 J 1� E N r I IJ i, U � Q 0CD N S I� C::,Z< w M M ya o � z a O E wo wLL >� 0® oa to C 10 ox 0t �I Z N o ¢oZ ry 'Z Cn � c 0 �o Y mL �� �z mz �Z �Z ca- -) op wLL � g0 �w C-) r hz �Z o I:. _11< �N 0 = y �r CC ^L1 � W .� N 0 � Ln r �\ Q C U m /0 may/ t-- �f� V T 70 O O Lo N r Y N .. E m E r =3 z z E O m ca a v ° ¢ M JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. C S 7 lam- TI- !1IjF-13I i,,dW111 1 ITF x L it _ LO n 0 0 J 00 I 0 a Lm d LO 0 J I 0 i 4) 01 3 Q 0 v M. E FT N E 2 c i r7 O U 0 U 0 a i a 0 cvi J t� N 0 0 A 0 0 0 ,N v 0 0 �m 0 0 21'-5" A 37'-8" O 35-SH 16'-3" w Lu \\\ I aOZ a J- \ \ U) \ N� tiN 70 \ \ 30'" �' LO -0 CAFE FAMILY ROOM VAULT. CLG. \ VAULT. CLG. CARPET \\1 MbCARPET PATIO O- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - oI LO I I I � I 2:12ECEILING I I � I cD " 9 -0" 3'-8" 2'-8" j, 4' 3" 6-10" 3'-7" 5'-0" 11.% I G R ER VENT 10 S3 TH U ROOF f� rl (4) 2x4 #2 SYP STUDS W/USP G = A HTT4@ BASE S3 v L0 N OWNER'S SUITE 8'-0" FLAT CLG. I CARPET TYP @ 1 STORY o A (:S3 80 / co w V O N W 00 00 10-LL W N I0 X 1 r = ••: III■ ffiq i � J . r�■■■■■■■■■■■■�■■■■■ram■■��la■a■■■■■■■r■i H.B. SHOWER FIBERGLASS SURROUND 30'-10" L- - - - - - - D.W. 1 24 i a� is TIME -� ---•�9 O O R&S 8'-3a' "mn 4068 B.F. BEDROOM 2EO 8'-0" FLAT CLG. CARPET H.B. LE IN FIBERGLASS SURROUND 4'-8" 1.1'4" I 60 0 3068 I ENTRY I 8'-0" FLAT CLG. I I HANSON BOX @ 36" A.F.F. EDGE OF SLAB 2" BEYOND WALL K 42-CAR GAR G E 33 V 8'-0" FLAT CLG. Lim l :ICI: �IIIIICIIIIIIIIC� 0 i 2668 8'-0" cv 4'-1" j V-3" L. , 'BEDROOM 8'-0" FLAT CLG. CARPET EGRESS I 25-SH O F I � ' I � I I I I ILt - - - - - - - R&S - - - - --- 4068I B.F. 4" I EDROO 4 8'-0" FLAT CL CARPET 1 ,CO] A S3 uJ = O � C W raj 10 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1 /4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 i S.H. 13 20X38J 184X37j S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 4 X 624 S.H. 16 20 X 72 18 4 X 714 S. H. 1 H2 27 1 /4 X 26 26 X 25 4 S.H. 11-13 271/4X38j 26x37i S.H. 1 H4 27 X 50 26 x 50 S.H. 11-15 271X63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 1 X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 J 364 X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 � X 62 S.H. 36 54 X 72 524X714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 0 +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL i INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV A 1 CONDITIONED CEILING EXT FRAME 2 x 6 R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"-1 r-On (GARAGE / LIVING) NN ..C) WN ;°t> } .•F %,. ON To the best of the Engineer's knowledge, information and belief, the structural plans and speeificafions contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. - Q Coco E V 8 rp N2CDN U 0 ��9 0)1 w LL rn LL 0) 4 & CM m W N a CILW LL li J-or; nW. �ZO Z m e mom O W r of 0 o W `J O N N �rnrn co m ¢ ¢ W U)�o� oo N � Z G- U W O U � � ❑❑❑ z N M o g z z o U) Q J - � N U) a � Xz _ W� U O �N w o c = A U ai U "' M" _ E i _ 0 U o N c U,u N ®0 10 CD o w M a z a Q O E w� wo z� z� oa u .000 CO O Q r < z O U K w z ¢o Wg L U) i_ - Z 0 y U w 0 m O O 1 Z w 3 Q W z ao Ron 0-Ww 0< mK LU C.)o �LL ;o o � c7 5 a 0 �N = � DC L B .� m LO r � Q r i��..11. 0- v //0� mil/ a)m = h �..� N r O p .� T J N T-LO � Lo M T ui E 00 N N o E (a z Z E Occ FL E U j Q p JOB NO : 20-8071 SCALE: AS NOTED SHEET NO. 1 T TLC, 1➢ i li b l„1 . �-_--III [ -.li - _ T C 1 ------- T-----F--_. - -1 -------- 71 - OW N r , , E •a F 0 �"'?OFESS\© �1 �tis� flat l i 313I0i1�`��� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q Co � C� 8 N CO Co N it O O V (A C', LL 7ui� J W W �� u`LL a Q_ 10r— J @� Z OJof Z m 0Of13 -C co 0 = &_j No 76� Q MW � �p-jL o Z IL IL 'L dZ0� o0 t7 Z UWaj-M N OV ❑❑❑ IN Z N M O � <C J � d � E3 N N M Z II W V O lL LU W c U OW _ V)V) c r— m U E 8 m! oo m t to JZ w M M Zo 4 U- a. 0 E U z❑ �_'0 ❑ Fz >R �N �© ❑a cu I— � _ KO ❑ OU ❑ O M N d� QZ w o ¢ KQ ww r W L . (a Cn C _ c O Z o_Y O 0 m O OLL Z� '< z J a� W �Z WQ! r� ZQ o Q wLL ao a rnw �k CT) o <a 0 yo a to tiw �r 3 a ACV = CC ._ TT 0 I..L m CIO _ T— 7■■� O N T TT I Lo A)T 00 N N o m Z E O m _@ a E • • U J a «� Q c c J JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. 2 Ti I IT1-'-'—'r- c TX 12 5� I FRONT ELEVATION - Al 16-0" RIDGE VENT SCALE: 1 /4"=V-0" 3'-0 RIDGE VENT 12 �5 LEFT ELEVATION - Al SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. s `° 'oi %111.111111j,01;o v 1 N '3a ..... kJ • J � V///a"?JFESSN �J�Ff��#II11l1111'1' , � To the best of the Engineers knowledge, infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � ofo (o � V U N II O r m # 0 LL c� N h� 0 ' toQj 7 u7 J* W en r- —0 LL_J p LL M M �m Lu mtLiu' o a - � �$ 2 O Z �_� 0X r �o•- m o W 'Z CV tD mCo ��mo J O Qa � N Z O N M U 0 J a �p Z N Q �� ❑�❑ W M � Z N (h O Q Q v wun ,Z,^^ V V O LL 4-1 (Ji W Um O V) �U*) — g w o a wa (� r- r'n all U W � EE L U m 3..... i11 C) C W Y _ • N �I o M J w M o z g LJL o E 0 E zo 0� >N Z"o cU �_ �g ?o 0 oI Z N (D C:)E z o wz ttw L C%) C �Q O. wm H(Y zr J m On QW iv 3 La ova LL 0 go a NF U ado oiz =3 0o aF �o CDo� z¢ o� O = 0 �N = > .� 0 LO � T m N T O 0-) T LO r i Lo M T­ r ai 00 N m Z T E (� w •, Z0 ` cc FL E •� 0 'v ca '0a c CD JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. 3.1 n N 12 5� 12 �5 5'-10" 6'-0" T.O.M. HDRHGT EXTENDED OVERHANG TO BE \ CENTERED ON DOOR REAR ELEVATION — Al sCALE:,,a"=,-o" 12 16'-0" RIDGE VENT 5F 4'-0" RIDGE VENT , 12 12 5� �5 RIGHT ELEVATION — Al : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. �\\`\\\\\111111111 O N � • a ro % 9 + oROFESSIOa ,���� � ►t � l 111111411\`�\\ To the best of the Engineers knowledge, information and belief, the structural plans and specificat ons contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. €° W Q E n o cc co O N to qp � U O N C J 7 Lo O) 14 J# W +}e ej M M W ' a uu N U_ LL CL Z 0 ZJzy� mc� 0=I— f W c«oC c m m Q 'oar CO W Z o oo Z Cl)Q 0 J N U �. W MM � N Z M O 00 z z o J (/)Vl N M (�^^ O V I L 4-1 Cn(1A W 0 L. �V)F-) �a W J � — ai L U i 1 = ai U o N ¢ 0 M ° N o C w co coz o ZZz J LL Q E E 0 m zo W, �o z >o �s Z© o a t— _ X O OQ 0 o o< E N aF o < WZ a rw yd,,,,% L 7 p ¢ OY U mm m ~ O Z ZW J < m ¢w z z to o¢ 3o CL a w w a� mw �3 00F �o CO zzIa a F o 3 �N 0 = nL @ W `J L9 L / U Fn mil/ co N O — J, N T_ T + � M � r 00 N N o m :3 T a Z Z E E c a U _J� Q p � JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. 3.2 1'-10" 11" CAP CAP 2„ VARIES 1" 2" "NOTE: N 1" RADIUS Cl) 04 FOAM TO BE USED ONLY WHEN ^ 1/2" RADIUS REQUIRED BY 3 1/2" RADIUS COMMUNITY � 4 1'-54" MIS 00 - SPECS. IF NOT, iv 3/4" RADIUS MIV DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES , SIN 1" OPENING VARIES 1'4" 0 22„ VARIES 12 VARIES 1 1 1 1/2" RADIUS 4„ 4z 2' 4" 2 1/2" RADIUS 34, 4„ f MLID N - Mj�� r ISV co Mla 00 (TJ CO VARIES 12" 32" 11" 3z" � HIV N 3" 1" 2" 1" 1" 1" BASE BASE - T 3„ � riT1„ 1„ 4 4 1,-8„ T 4 o N N 12" o 'NOTE: VARIES 8„ 2„ FOAM TO BE USED co 3" ONLY WHEN REQUIRED BY 1 6 COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2"N 1" 1'-4" r� DETAIL TO BE 2" 2„ io BUILT W/ STUCCO. 24, JIM EDGE OF OPENING, T • 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these iV drawings comply with the 2017 Florida Building Code - 4" 1 p„ �M Residential 6th Edition. Engineer's signature and seal is only for hIj6" the structural engineering portions of the drawing pages bearing 10" Engineer's signature and seal. rn 21„ CV 4 d Wco T m as ® •7 tti 0) (D J W N i ll y ills ej M M W N - � LL iJ n. n CO ' ° CO a o IN M J.6— Z O @ j a a � Z m c v 0 - 0 2 N 2„ 4„ 3„ 2„ 2„ iv ^ri Z oo N o � o LD 6" W LLLI W ��pjO' Q a 00 N M Z U O J / Nor , -2 Q o > > � Z O c) ❑❑❑ W 1-1/2" THICK 1 M 21„ > M o 4 z oCOo g z dd 51' 1 5„ 52„ �„ N 1 V-4„ 3„ V) z 5a N 1 c9 0 O 00 IN I rM 0 — ILL i N 2 Q C oo 4 1" 12' VARIES VARIES �O w N 0 I t/) 0 1„ t1� j 2 �'J —,`J > COLU 1 w m c Y tvj — t 3 VARIES VARIES ¢ 0 4m 3 4„ 8„N co 1„ ��� o w a �_________ 6" 4" KEYSTONE F11 0 00 o N N �� Oda' OPTIONAL OPTIONAL F11 Q o o ° N �ry E U a� uo 00 Fes- o a 1 R 1, 1n o o� z 0 2 44 io R 3„ o f z 3„ �, t6 w o E f 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4" m F� o = 2„ 2' NOTE: .2 < z N �� zo 3 s • FIN. TO HAVE TRADITIONAL Q ° < N w • INSTALL OVER STONE, TYP. �„ o � ` • FOAM/ EPS MATERIAL IS o z = i VARIES . LOOK & SMOOTH FINISH <o G • • � E2 ACCEPTED O a � zl¢ o 3 ui a O o NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" o o SMOOTH FINISH 14" 1'-64' 14' 12" 2-1 Orn (V = N f-1 • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' 54" 3, 8„ 7„ N 0 4" 3,_p„ 4" U� a 1„ _ _ \ / 1 p„ 1,4„ 101, - N o ■L0 o N > T O oo _O N0 o I.... _ CD O O o � ■J N r CV T o T 00 N T 000 • rrM Ec T N z ih C0 r Z E O m c .P a L) ¢ o -N 11" zz JOB NO: 20-8071 1„ � 2 M1 SCALE : AS NOTED N - o SHEET NO, GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 rz "J • ACRYLIC SAND FINISH c ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94—/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. )pper to lights & outlets )peer to 20 amp ckts copper to WH copper to Dryer t Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET LIrIlh I1�:bv SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE lO EXHAUST FAN (Q� EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER tl ELECTRIC PANEL —EW—i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT GFI WP GFI DISC. \ \ \ 0 CAFE FAMILY ROOM /> lr---------------------------- ROUGH -IN FbR \ OPT. CLG. F�N/ LIGHT \ PRE -WIRE I � 1 � 1 I \ I _ frame I I__. I / OW�R'S lJ ITE ' ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE iu W.I.C. ): - L — — — — — I I DW I .C. $WITCH PENDANT AS PER SPECS I .J 'INK w/: DISP o DEDICATED RECEPTACLE FOR MICROWAVE RANGE C.M HOOD PER SPECS � I I / l B TH ROUGH -IN FOR OPT. CLG. WAN/ ---{ — LIGHT PREtWIRF; I I �F II BEDROOM 2 AHU OPT H.B, I ENTRY I WP GFI � 4P IRRIGATION GFI @ 44" A.F.F. F------------ W.H. 4fd�-� 11 I I 1! I I t_ _r_ 1 I � I _ W. -- I 'GARAGE GARAGE DOOR LIGHT AS I GFI VP \ \ PER SPEC GFI @ 44" 2-CAR -? ,,gyp, p �± A p /tt,E (I A.F.F. l.rlllT t�/''tF�T'l I � I pQ a U l ¢ U ILL. crW I > w L------------ GFI @ 44" A A.F.F. qP I EDROOM 4 ' 1�, 12 ROUGH -IN FOR G , ROUGH -IN FOR LLIPT. CLG. FAN/IGHT PRE-WIREBED�OOM 3 OPT. CLG. I `LIGHT PRE -WIRE VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4"=V-0" 0 N 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W HOD Q O d U o N (p Op � N it N ® 9 4) � �) N J W l - (IS CA � b J W lL J a Qaj j mLLri W aa� 0 Z mcN I— �m [ M� ii W � o2n M O0 N Q U o z NE3 � o r�in N M 43 0 o T-1 U 0 w o to U W� �'..., F— J of • U o �m ¢ � r- o C J w Will!ty M M ¢ o z < QE o Z O g° rz } N z� ° Da l— K O 0O cc::`, E N PQ ao ¢o Y< az ¢� ro C < 0 U wm o Z QW N oa go U a enw 'S w x3 o <� ;o CD R a °3 0 2 CV = cc W m 0 .� Ln � r L rL 0 O m co �. r O o T T T ui ^ ' i L/ C�7 T .. 00 N o Z E c M FL E U -1 v m Q p c JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 1 561.0 285.0 276.0 (Zone 1) -NOTE- GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. `"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. f :�S✓ Wi1j A,���tA `� e. {1�Z r p's•A9D'a#�.. nab@• ®� �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W /W/ V EE V 8 N it toS (,-'-4 Lo 0 .5 � T N J* W u t,e 'C r6 WLLI J LL a CL — a c Z O Z m e O F y @o a m O x C� CO 020, J o a U)°° N O a ❑ rn L0 M U O N Q M � N M O z � o < o n QE3 U) N M z �-1 vCD u U O g C" � 1) w. U W J ._ _. [-- E i z U ) W W Y N m S� O O f w M M Zo Z Z¢ U_ Z � O i @ O Z 0 cu U O E N tip ao 4o aZ Z wn L _ C Y �m Z N J a Qw 1 Z to oa g0 Q � wLL �o a �w �G U ' off �Z =3 o ZZ°Ia ¢ 0 3 .L0 CN _ � cc 0 > .� cc 0 LO C U 1 m /O� = "t r � 0 O C� T T LO r I L.n M r oo CV N o m Z � T coZ E O of `a a E U _JJ c JOB NO : 20-8071 SCALE : AS NOTED SHEET NO. 5 C C T-1$" 5'-28" 6'-0" 2'-9" 5'-2" 5'-1" 64" 5'-0" 40 3'-O" TYP A L S3 H.B. + S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 1 r INDICATES FILLED CELL w/ 3000 PROVIDE %2" x 9 N PSI CONC. GROUT FROM FT. TO BEAM W/ #5 REBAR VERT RECESS FOR FRT. DOOR `t 31/2" SLOPE 9 ;n STEPS AS (1) I ABOVE SLAB TYP @ALL � TOP OF CONC./ PAVER TO BE 4" —� I BELOW FIN. FLR. `r in REQUIRED PER FIELD ( 0'-0" PLACES SHOWN HOOKED FTG. 2'_0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" I I CONDITIONS DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ CJ r ; ■ ■ ■ ■ °° ■ ■ - TYP PROVIDE 1 Y2" RECESS I FOR SGD. REFER TO — — — - I HVACCHASEI •: AHU I;;----------'�'---- —'I i� iio o L S3 I MASON'S SLOPE FOR I WIDTH BASED ON LOCATION / W.H. ; : / I. "' "' I I �� (2) #5 REBAR —A i �3 1/2" 32-84° ' ` 4'_8$" VERTICALS w/ in L_ FILLED CELL I 1 s 37'-52 21'-24' 5'-4" T-8" I T-8" I 2-- 7- -31/2" I SLR I 4'-0" I G OPIT to ' S3 I � : CJ I CJ C I— — — — — — J t --I—_ _---- _—__ :. L...........I — — — — — _ — — =M�� — — — — — — — — . CJ ,- I ryy� �� — — — — — — — 9 I } y EDGE OF SLAB 2" ( r- o o , N ■ F _ _ _ I CHASE TO —I KITCHEN ISLAN 2-6"x2'-6"x1'-O:: LOW WALLS I ( I o p i ISLAND BEYOND WALL J I ) ! •11I - -DIM 2 W/3-#5E.W.CJ ,-------- j b 11 I N I O S3 o r I 2T-11" 2-10" 4, 14„ I (2) #5 REBAR N A I CJ CJ CJ ° K VERTICALS w/ in } I S3 FILLED CELL 00 aI} '- T ..........-:�.. ... ..............60 0 , :. -------._.. _......_. _._._ L_ 0 A ........ Cl)I m /i / 13'-5q" 7.2" I I I r Ci f Ci Ci +CJ ih / I 3-1/2" MIN 2500 PSI CONC 0'-0" / • • • • • • • I �b� I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ PSI CONC. SLAB FOR I a (3000 HERNANDO COUNTY ONLY) 0 ■ . . . . . . . . ... . . . . . . . . .� . « .. .� . . �y . .: . .�.. » ■ . ... » .:.. » ■. • :. .. . :. .. . . ■ I A S3 T-2" _ 5'-2" L 6'-0" 1. 6'-0" 1, T-0" 1. T-10" 4'-0" L 3'-10" L 4'-8" L 4'-8" FOUNDATION PLAN MONO — ELEV—Al SCALE: .„.o. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN —i Z cn a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" •r��' ,:; : #5 CONTINUOUS .�. ' , . ,• "�. REINF. SEE FND. FOR QUANTITY ,:', ', �; �; #5 X 25" X 25" CORNER ' �', ' �' �'• �_'• BAR ONE FOR EA. • • ` HORIZ. REBAR, TYP. '•.. • �'. U.N.O. • **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" .' goYtlN A F 1-o ;r To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tt co Eto 8 N toO O N ® 1 O J .•N�-. ti Cc * - LL coW b Ni J* W cn —0 LL -j a LL 0 Nit e j M M W Lu �ai� aa� Z O 0c� L° o C 0 0 J b M Z 0 J N U 0 V DC7D W M 'n � M N � — O O m� Q¢ N M — u- 41 ft3 a U O �V) aera o X C/) C3 hU J 0 zlo Ima C) o as � ®Q N e� o w M M �¢ 0o Z i a. E 0 E w� �o oLL >� <� z� o0 U < X O¢ 0 OU 0< a E tV <_z °a iz CO C ♦_ ay U mo o� Z ,Z J N m Q W Z Vl CID OL 50 a w C'> ¢ amk a� =3 O WF 'O O O cl z¢ ( a 10)`'S ON 0 _ .� LO C U 0 O m I N Y` 70 O O T LID r I Lo r ai 00 N E cc r N z z E 0 `m c a U Q p c JOB NO: 20-8071 SCALE : AS NOTED SHEET NO, 6 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 1 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2' F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH.1(26) 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-112" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS 1 "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" c ,.xe��i691i�lill/!P � vv F 5 'mot �"w•�•......••' ,s• >F�`°FFSS\O\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E 00 �� Q 8 C? pip N NW N £ 3 0 7LL a) t[7 Q1 N J# W N A Y ♦� 6M M 1 IWL LL J `— W Lu �' d z$ Z O Z m e O x 1- W W Z :3 Cc U o m J Q a p N aM Q J V OLL Z rMi z N a z � � Q � o a E3 U) (^/1' M z a W CD o +1 v O o W V) c �M U) A U u J OJ mi.. I MCI L N U O v U) Q Y z ® o � C W co coo y¢ z z U- Q E OV zo �� wo z Z>Zo ¢N �® oa K O O F 0 O O Q D N t L z 0o 6p az �% r0 _ C Y wm m� O 0, z� Q) a °g° <w z tin N 3 °Q° O ° Q U w� ao a NW r� oz z i 3 o O -1 a zl< OF° 3 �N 0 = >� . � LO r � O (0 m O N CF) hLOT ■� J N r— r I Lo M r 1,., 00 04 N o E z G E O `m @ F E U J ,7 �? Q C J JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load G1 .0 Safe vertical load + Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF40OB11T 8F32113/1T FORM & GROUT SOLID 7.7 O 'IT}• N W r� O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. i F TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 6F16— B/1T a z Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS cif precast Entels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° O ° q ° 4 .M.U. #5 REBAR AT TOP Q " e e a MIN. (1) REQ'D 1-112" CLEAR GROUT Q 4 L40 5 REBAR AT D F U) w C.M.U. Q BOTTOM OF ~ X z w w w 0 LINTEL CAVITY r,- U ui Lu ` -BOTTOM O Ci p Z v\ REINFORCING Ir ¢ (7 Co 7-5/8"ACTUAL PROVIDED IN LINTEL Z LL Ci U)D ¢ O D #5 REBAR AT BOTTON VOMINAL WIDTH Lu ~n a Qo �, �o AS INDICATED (VARIES) Q 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation, 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications OF 6-10" LL O CO 4'-6" LL 4'-6" LL O 6-6" LL O MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4'=1'-0 eot ,.19/1.11 FESS10B� ° -ra;�1�8I?ii41s�4� g To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F Q OO pip C U N # N ® J '� W ,� H 0)J W � r- a LL J a LL 3s2 N M M S Wa. W u_ �` T� a Z _`c z _ m-o z o e p=t- W o m O a2 02P� 0 N co Z U 0 J fh � N o Z o V) N m v C1 U o U_ 4-1 crs m - O w s U w J F' E t � I ! x� � � ro loon ctv to N m o tD J w M M zo Z ¢ LJ_ n E uco zo o� �z >N ¢� 2 oa Fco O E x0 U a Q �0 O O CN d Z ¢rw Q �¢o a Z to i Cn �Sa O , U m� o, Z to W m Q W 2s z go Q > V �� ¢ s a rnw S ~ ¢o oZ =3 O f0 �Y z< 4 F Q3 �N 0 = >� L .� LO r � C V O O _ m ca N r O O 0) � LOT r I its M �— ai N N o E m Z c r— E Q 4 to z co a E v Z ai ¢ o � JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. 8 ��� iIolimml 's NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHR M TED PP 0 A COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WO OD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART F A BUILDING 0 U G WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF E D H GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3 2. A P DRAWINGS ARE T BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO ALL SHOP GS 0 THE OF CONSTRUCTION. COMMENCEMENT 1. 3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF . 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4, BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2,2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4- MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2• C-I-P CONCRETE NOT EXPOSED: 1 y„ 1 GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO '7 BOLTS ARE NOTED ON PLANS, 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE D REINFORCING PRIOR T OR WHILE PLACING GROUT. PLACED AROUND EMBEDDED ORC G 0 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C,7ncrete oyerpour and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC R R318.1.6 -Soil treatment must be ap�plied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS N = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cz.0 VYN yam. l-i. ' �� h4 �' - < •i 0 C+ � cu Zr a ®� 9 O�. j•. �t�lssl ���e f t �d3''y t�l �/S llll ati,��a ae To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W � OD E',0m � O O 8 N (O J u- 0 'J 0 w tr% Q t9 rn r -0" aW rn Qj M M Lu WLu JLLLL a a it 0 z - Z ��rn o W L_m� �0O Cc I u02pj6' <o Cl)Z 6 O Z N J OU W Cl) z (V M _ O z z o J a 13 N M N z IL=I O-1 CDo f6 2 � Y` U O VN u, o Of N t1o6 ram- W U W J E U o N e o � w co M m ¢ o Z C LL Q E � Zo w'Z >� <6 Z® a CL KO ra 00 o� N a0 <p w? L no Cy - z U mi o O� Z H U) N J m < ° aw z cA fl- ova ao Z C.� o aE i23 Will CD v zla a ° 3 �N 0 = m W \ / m 0 .� L0 � > r O m (- co 2 N T O .� J N rIUD T- rI�M 00 N ,- E E T N w o Z Z E Q cc a.0 _j Q p c JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. SN -r _ is I . I i - ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Uj 44- 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + +++++++++++ +++ /++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel .902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ' 1/8" gap ° a FILL CELL STD. 900 HOOK BOND BEAM w STD. 90° CONT. #5 BORT. #5 I HOOK 7�� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH ' Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" }Small gap 2" min. max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanouthge ofcuis. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" U STUB -OUT FOR 1,-0„ 0 0 0 GAS METER O ' 0 �t 0 0 0 cV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ica 3" NMI nails at R" n r Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. `"""' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D \Ct; (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch 214 or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000se BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8"D THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6 A 1 2" ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3, REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %-' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) III —I I I I I —I Nail with 10-10d nails. - �- —T Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• • . • FOUNDATION INFO STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depthZ/] GRADF REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. JOA0 LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION a PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE PLUMBING LINE a � a. • Q'A d a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °a. a f ea G a a a (�ed °. e e a I -JOISTS BUCKETS SEE FND. PLN. N.T.S. SIZE & REINF. e�ti��iRRR!!l�Pl/%�P ;` �;.p..... -: - 1 .•` U F �_ ......... �. i OFESSt e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' W 9 11- 0 p op W U N 3k a �c, LL a 0 Q) in J J d LL M M Qej W (n X LL LL a aof ` Z J m c v 0 X O F, m 0 19 W '-' N m o rn J a o af �. o Ln O N M Z Q V J OU ❑El❑ WN 6B V M � z � 0 0 z a 7 N M V) z C1 v- 0 +1 , (Z LL R u., C ° j - V — � 0 N Ln ,, gU" = _ 'D t0 CD c� w � '— — E 2c� T i I _ t� o Q ° N I� o M �Z w z coo F �d � od E p �o sz ¢6 �® as Iou CL — rC O x.0 U a� 00 p aQ N �o op az z J F b �Z Cn o o �w v� 'S az F� 3 iF oCC> w �a O 01a a= ° \ m LO C^ V m W = �' r 'a - O N T JIt �T Lo 00 N N E z c T � E 10 N z d E • • U � -a /'. Q p c JOB NO : 20-8071 SCALE : AS NOTED SHEET NO. SN 1 - ih, 17-rP.--. 3 a ,o x LO 0 O co I 0 i .D 0 0 J 00 1 0 c i rn 3 a 0 O C a E E S C J r7 0 U 0 0 i CL 0 J r7 0 0 0 w: 0 0 0 -N 0 0 z m v cn FOR UNDERLAYMENT REQUIREMENTS SEE R905. 1-2 (TYP.) VARIES / INSULAIfI 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS 06Y11WIT411sPr1»Z CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE „ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" 01C & @ 6" MAX FROM END OF 2 x PLATE CV (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 1 . e v. (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I I —I —I I m a I I�EEI I I=111=1 I I= FOR ROOF PITCH 4:12 OR LESS. ET—AII' . � PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG *EDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION N1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB —INFORMATION. LUMINUM DRIP 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 12" .N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ,/r -7/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O .) (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS T 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE 4AND REINFORCEMENT AND WIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x WR INCLUDE THE WALL A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS ELEV. 4-31/2" 31/2" MIN. 31/2" MIN. A.F.F. O a LIL /2"(min.)- 4" I 1=T=1 I� '31CIO a 00 31 /2"(min.)- 4" LLF LI FF_ I= 1I =� I I- - —111=(III .� 1=1TI (2) #5 CONT. 1 _, '= 4" 1'-4" 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" GOr'' RE�'I GV Qc5' EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C 'o M�N�'OV 5 SHEET LOAD BEARING OR @ INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (10)10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD -TYPE 'IS" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PITS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH • e !"(min.) - 4" -III=III III I I �I I T -I I VI 11 111= 1—I =11I 11=III—II I �- (2) #5 CONT. U.N.O. �-4 MIN. � TYPICAL BEARING WALL @ STEP CC FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LL' NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE T 7�Tfi ° L t+ 6 MIL VAPOR I BARRIER p 4 D �I N COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O.N O 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ O.H.D. RECESS PAVERS 'j' z ri g SEE A/33 OR J/S6 —I I I li i I it FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM SPACED EVENLY FIBERMESH WEEP SCREED INSTALLEDUj BAR END OF 2" x PLATE T 2x P.T. PLATE PER MFR INSTRUCTIONS o 0-11 ASSUMED FINISHED E #3 OR #4 REINFORCING BAR 0 GRADE �, o ' T ° ° .p z FINISH GRADE °O #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] =1 a 111=11=1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _' 6x6W1.4xW1.4 WWF OR FIBERMESH �r =1 I 1=1 I 1=1 11= III I I 1=1 11=1 I (—' o 0 '-11= 11=1 I I I=J1I =_1 I r III°° 6MILVAPORBARRII 1=—R 17/8" U' #5 REINFORCING BAR III .III—��111=1 I III —III III- I-III=III=III—III-III-� I (2) #5 CONT. ' I11-z #5 LAP SPLICE 11 pD ° °—III—III—III—III—I =1 I I I I —III a i- - COMPACTED T 9 % MODIFIED PROCTOR ASTOM D1557) IJ 1 1I I� �I 1�11,�1 11 11� �Tf I I I=1 I I=1 I I=1 I I —III —III —I 11=1 11=1 I I —III —III —I 11=1 11=1 I I_ 4 1-4 III -III_ III ;;IIIIII IllIII 111III 11,;,III,-III 111=I I�- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'41 S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 217 ° A Wit• GRADE . V —I IIIIIII =(1) #5 REBAR w/ OPT. —I fT= I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV M -�I I=1T'll a 00 r -I '•y I —I I I: I II .. .'•'. '. 1 _I SEE A/S3 OR J/S6 J'1 1 I I I 1l, mo, I I I -1-Ir- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB O, 01, CONT. BEAD SEALANT ... �. ¢ INTERIOR r. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° co171 6 MIL VAPOR T I (= =1 L• — BARRIER r'i =1 I HTr I- ' �IIII IIIIIIIIII�I' III 4„ 4" INTERIOR WALL SLAB STEP NON-BRG.��K SCALE:3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. REINFORCING•1 O• '• — REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO z ° 2x4 P.T. PLATE $ 7/16" O.S.B. COLUMN LOCATION I � 2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE J 6x6 P.T. #2 SYP w LU ABU66 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH ' A BRICK PAVERS or SLAB PER COMMUNITY SPECS 0 -0 FIN. FLR. ON 3 CHAIRS 8" 1'-4" 8° TYP. TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) �� I WWF OR FIBERMESH SEEA/S3/J/S6 ��—$'/" 8, FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �^ SLAB STEP & RECESS @ S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS � TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' 009 GRADE 4 ° M c� III=III a aLU . 1=1I1=1I1=1I1=I' 0 0 11 a• I 11=1T=III _ Z z ILL V — ° 0 4— `� FOOTING J III —III —III —III —III III —I t I —III_ 11,-IIII�illliiilll� 111 11 III III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ,k TV r o. Ib O r ESS�Qyl ll �d •�v Z � g tt �ePtli��5��'��5,. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v) o � p �S t� N N Rk ♦, Loay J N CV �1 LL ® ���in J a LL QLL aj M M W N @�ii aa� "t 13 J-O z O L � 9 IY m O • N m �ca M 02 N Z Z 00 a N M Z U 0 J O U ❑❑❑ W Z N M o� z � N M z (.D o LL 1 j T I'>3 C4) w O w o �N U w J = O I A c U) ¢ 0 o m J w o z LL. Q E _� Wo Zo z® oa <z - 20. o � Q 0 O C C14 <o <o ¢W r0 Uj C _ C 0r v y m� O oLL Z, 65 J m < W <z N � z J U son Q o , 2 N W NM U �oir aLL CO z Y x X 0 o u F o� L Z< o� U 0 N � = ca W .� ca 0 L0 1 C 0 O o to W m U I� N r O LO E w N o z E O rs co a E 0 v ¢ o C JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. S3 (MONO) ] �tr r7� i f I 3 v rn x LO 0 ao r" I N a r- 0 J C3 0 00 J, i a N i n E 9 co O v C i cL 0 U v 0 UI of i a 0 v 0 LZ 0 0 0 0 0 N N v 0 0 a m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 24 i 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK VENL Y EVENL E „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4' 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (IYp) SEE ELEV, PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER '+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d jL NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL CL— TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S(� 7 5/8" 8" 7 518" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (f) #5 FOR CONCRETE PLACEMENT 7 a a a a 11 a Q 4 p 4 C a 8" STD. 90°HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W1(1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IV FIA NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J - X r T W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., :..:� GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SCALE: N.T.S. d 8 a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �Ow 'V 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a IARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER 1-(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE Wl (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR ; SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT 11�WALL HEADER DETAIL Q SCALE: N.T.S. S4. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) P.) SEE ELEV. SIMF�SON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE Tx4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING v TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w V2-16d 2x TOP PLATE NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. v PLATE TO CONCRETE SCALE: N.T.S. L.SPLICE / PENETRATION THRU TOP PLATE w/ MORE P PLATE WIDTH INSTALL SIMPSON 16d NAILS 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED I ATTACH ALL J EXTERIOR STUDS W/(Al16d TOENAILS TO T6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 —t SP2 —� NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w! (18)10d NAILS (3610# SPF) ° • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21J2"SDS (2215#SPF) • HDU4-SDS2.5 w/ (10)1/4" x 2112"SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21i2"SDS (4065# SPF) '— • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/WASHER &NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w! WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a � I d 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL /� 10d NAILS @ 4 A 10d NAILS @ 6" O.C. _--- STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. A N —PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 N >y • •'•. •+��� o z. tJ Cx '• �• c C9 Uv U i F k 0FES,,;0;• �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a .,. . W 'Aga co o �8 N� # 0 coN N o # - LL -j ' ' U! 3 n °� a —J W cn r o u a LL t9 Qj M M W Lu JLLLL a CL _ate z 0 W ff] 7 ccN(_p m coW U) Ja a 0 N z o �, 0 ��z z Q C„) J o0 13130 IN v M � N (7 O � Q U) c� a--+ C-1) w m U 0 ( ) V N W o �y N c� B _76 4 � `` ®0 N 00 ALA rwo Mti w VE m o a Al U- c E Z oo } N Qo 0 co wz za oa 6 O E K O o< O az oN o < tz w L n3 CW �jz Oy 0 .0 0, z '< W 50 > U a CDww >° a O � z< o =N 8 = ^L1 m m W ca ' L0 > r Q C U 0 ^' m = - 0 N d. �••� V o CY) .� T J N rLO T r + r 00 N N cc Z r E m z m a 0 G p JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND TOP CHORD @ 24" O.7 NAILING SCHEDULE FOR � BLOCKING FOR SHEATHING DETAIL h SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL FIRST FOUR ROWS OF 45' ± 24 MAX' TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TRUSSES @ FSIMPSONH10Aw/(18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRO BRACE x 1 i2"@ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. ' EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD E GES AND w/ 10d NAILS2" O.00. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48' O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL - NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3116"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) T MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE PENT SCREWS R E UAL BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR r T SEE STRUCTURAL X-BRACING, AND TOP r "' M ' NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION °° °° SHEATHING DETAIL 2"x4" CROSS BRACE WOOD TRUSSES ob i0 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING % EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2" & ( TOE BOTT. CHORD FOR 4 NAILS @ EA @ EA NAILS END -- -- TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW � () {3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF SIMPSON HGAM10KTA 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA, W/ 0/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & (4)1/4"x1 1/2"SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SCREWS 1) ADJTHEACENTNAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS TO TO BLOCKING & (4) MASONRY WALL (SPACE AS SHOWN FOR 3-PLY) TITEN TO CMU ARCHITECTURAL FINISH 2 ALL NAILS 5 FOR 5 PLY PROVIDE 1/4"DIA 7" LAG SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (1) 10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL n 1- 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2} TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & I� (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES@ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3° SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION E RATE AT LEAST 3/4 OF THE THICKNESS ) x 0 Q 2x4 "T" ON TOP OF PANEL—' LJ= OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B. U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 11NIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS S "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 4.II II . ° II Ne `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. -MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "V BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) `. BRACING w/ (3)1Od x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 14'XY SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-9' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 C7 a v 9c�r CORNER JACK Y Q W z O U HIP FRAMING REFERENCE PLAN E S5 0 z W a_ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. — — — — — — — — — — — — LU 0 o O w o W d. m o cal ' o ' 0 d w Q r i? o g Q o T CC G Q w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 1. 111111111 eE -.w a •e. r a i r \N ra'r OF E SS10 �f04'PJrIItEIIIlI�� \\N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C' E to 0 c0Co C1 N as CM N tff P. u LL a °jMM W m L u ° air J co Z a 0 =- �:°,3 'mo fg W O 2 '� m � W � � � p M 0 z N10 Q U ° U aoo W M � Z N M og < (D �< J " � U'l U)V) z V Om 4-1 U / 0 LUQ)un �.. L'U J oo I Go N 0 i14 M r- O M w M o z S Z � J c6 E zo o o >o Zo ® F� z Z® ' Oa OU l— 0._ E O Nwo XO as p D Sa d Z Z L¢ W CO = Y �Z �o 0 mo 01 > Z co QM o ��a' �Z - o T �j. U o w }o � V za a ti o3 2 CN = M W 1 .� m 0 LO T i� l/ C 0 U ' A a) N r O o � I T r Ln M r y r%, 04 N E � T_�; o z Z E o M cc Q. U J Q J JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. S5 3 -o a N N LO r- 0 O J ao 00 I N Q 2 LO r` C) 00 I N > C v v i C Q N O n E O S `v C i y N 0 U vv 0 U U .0 CL 0 v 0 J LZ 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL , INSTALLTION DOOR JAMB (REFER TO PRODUCTNACCEPTABLE TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION MAX.MAx. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ I O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2Xg STAGGERED @ 16' (TYP,) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH Zx BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL `;`fD. 90° HOOK (TYP.) STD. 90' ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 NOTE: EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER/7/ LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ` JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 () O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2„ ' - w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ' +5� FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS ':.; FILL list 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 7Y 2'-O„ 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. O 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS d SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) d 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' d d SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN ° CONNECT W/ 8d NAILS BRACE/ BLKG. •, N.T.S. ' d INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB d' INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCM IF TRUSSES USED W/ 3 #6 X 4'/2' WOOD ) () 'DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ � X 0TO TRUSS TO TRUSS TOP CHORD FRygN MIN. 4" EMBEDMENT AT 16" O.C. + <F NOTN 1 r-0rr 5'-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + +OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° • .. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED T IN /4" MAX EMBEDMENTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° • ° ; o.. #5 BAR 2-0 8 TRUSS + + SOFFIT eD o' 1o„ ' p •° 4 CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + 6 a, 9 H IN TOP - 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP r ®s EACH TRUSS b e ° ' , KNOCKOUT / i�l > Ell. — " BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s' � CONNECTOR ICHAIR MONO FOOTING j •, e. • . , ° (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 7 JACK TRUSS PROVIDED BY--/ SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL •e A. ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN LINTEL °'. ,SCRIBE °ffTANDARD oPRECAST (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR INHOOK N I TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD FOR OVER HANG FILLED CELL `� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . , It., . _ ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL El 4 MAX. RAD• WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _ .=.• �.- s• •.- s• • �.- s• •.- s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 10) x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS L STUDS & (1) - NAILHTT4 U S 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6 EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER _p� 3"MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE '' I p U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° c c4`7 LU a A REINFORCING AS FOLLOWS: SEALANT =�-1= I¢ a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. P'. ° =L I-- PRESS PANEL REINFORCING INTO PLACE. ° j-- #5x6' EMBEDDED INTO EXISTING FOOTING MIN. LAP SPLICE W/ , (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I - Cn � FILLED CELL SMOOTH. DO NO FURROW. o ° I (=1-I j, —I I N IIII DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. JI fl l- T;:. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p � °' O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° i� p REMAIN FREE OF MORTAR. Cl) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 = 1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH`, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ov wtv C14 ® U 0° ' S F L 40� 0FE S 1. Q S To the best of the Engineer's knowledge, information and belief, the structural plans and spec cations contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4 �E O 0 8 N CO Gp N iL ♦� 0 (o J 64 w co LL. N - J* W 7 Q W N -C m LL ii a a iY t7 Z J Z 0 m c v C C t- -° o 0 O N (fl fd Z us co O a' ❑ c`') O - N Q U. J 01 ❑❑❑ W o c, z So z o V) M z v �'1� cD o T c.0 L ° j 0 N �N w o c w U ,- _Ep L 8 ill U o o c w � N m i0 sm CD M w M J z o z LA_ LZ 0 y ¢ z o w 0 y N z¢N o a H o E N fa R� o¢ as Qo o< &Z w w 'Qo Cn C SO _ C o o < hm m� o r z >z a)<m >? 3 o�d w ¢ go d �w U ao o az w< >° c.0 V za a ti o3 •� N � ^L1 C CD N 12 W .� cc Lid � '— r li— Q OL O m co �/ N �TT.1• VV/ O o .� N T T TLO N T 00 N o m Z T E O N Z co E °? c JOB NO: 201­8071 SCALE : AS NOTED SHEET NO. SS 1T-----T-1 T1 Ii H 11-1 -j ,i- 7F-7— - CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VVI L' 1Vu "P %'f I I I\V'.7w7 YY L-U TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----L—WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFf SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYP I C WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) L.SEE PLAN FOR CANT 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR 00 SEE PLAN FOR CANTILEVER IF INDICATED CORNER Q SEE FOUNDATION ° PLAN FOR MORE INFO 5" X� COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"= V-0" MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 202 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. 2 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOFM/ALL STUD) SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO:0 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. a STUD TYP. T&B PER NAILING SCHEDULE & -• MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ xx ! MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" Q.C. o '. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR �. TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION FLOOR FOR CONNECTION MANUF. NFOR 16d NAILS AT EACH END @ S TO G.T. CONNECTIONS EXTERIOR. WALL 7 SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS 1011 f 1 1IN • M- -1' �O�0k _0 ?OF ESSSO � iti/i l l I l il0\0\, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M /W `.i '�tEm 0 .4 U N (p pp � N ik _ ? q� A (0 � J N N m LL Q LL � a N d j M C` W y a @Auu LL a L m o O O m N � m J J a W LLco r°2°'°' o N Z Q' o N M V O_ a N J Q OU ❑00 W M ISV z N (h z � z o Q J aCz Q) n N M c� o d--+ Cn � a V O w g �N Nsm [a, w � .3 w � r- E ° 3 I zlr z = v o c U' v N ® 0 sm o co JZ W M o¢ Z U_ Q, o E 00 0 z U (a B XO oa 00 g< o E N a= 'o U aZ w� t O U �m m , 1 � O Vi J aw g n a`� ° o 5°0 a 3 <0 `_& Ik �a o az �3 xF c� woo O V z¢ I 0 03 C C'�0 iv t ^L, m 2 W '> Ln Q C o O m co O N C:) Tr NLo T 00 N N o (6 Z = O E to Z C = a E U v ¢ o c JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE AFLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WINDOW UNIT DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER 0.3 In : 12.0 In WOOD FRAME CONSTR. include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 Cm : 30.cm) a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An OVER RIM JOIST AND UP THRESHOLD OF DOOR AND exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish tnsseae�eowleoow� NAIL BRAND OR EQUAL WEATHER p g 9 g+ 2 _ PROOF CAULKING CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. O WEATHER lJ SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE s BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING 1 R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or (SEE DETAIL WP07) SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied SELF -ADHERED FLASHING horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less HEAD FLASHING TIE-IN INSTRUXTIONS: than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up &temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall AND WATERPROOFING METHODS TO weather resistive barrier 1 1 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual BE USED. 3. Fold weather resistive barrier back over head 2 2 ^ layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance flashing and seal with tape v with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK c 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT S DO NO- BOTTO FLANGE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW 1 1P'IV1111 - 1 L/ l 111N1 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL-----_ PRODUCTS DETAILS TILE FINISH---_ TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC 1/2" DUROCK�-_ R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps e 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to _ minimize scoring cuts a 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED 6. Fold as shown by arrows ° 7. Angle of corner may vary, adjust folding of the flashing accordingly to 4 fit tight to corner VINYL SHOWER PAN a 8. Mechanically fasten as necessary SLOPE d ° u 4 a SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) \SHING SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER W 1'4" PER PLAN 1'-0" PER PLAN in SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater 1 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall g pP g pp 9 p rY MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE INSTALL RED FLASHING JAMB &HHEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE cavity penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with cavi or en g g p g p y FLASHING, SEE FLASHING SELF -ADHERED FLASHING---,,,,,AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall EXTEND A MINIMUM 6" PAPER TO RELEASEDH SVEASSHOWN) finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings VERTICALLY FROM BOTTOM OF shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed in accordance with one or more of the THRESHOLD following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or > details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier 2 for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 1 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 7 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. ' SELF -ADHERED FLASHING 1 3. Under and at the ends of masonry, wood or metal copings and sills. INSIDE CORNER • 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. �Ground� 6. At wall and roof intersections. 7. At built-in clutters. =LF-ADHERED FLASHING ITCH HERED FLASHING 1 2 4 5 g g uJ Lu PLASTER STOP _ CONTINUOUS BACKER-� 0 W ROD & SEALANT w Lu = W Q Lu W � ° A U) a e FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE Ha THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FHESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 N O N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W •i 00 E V 't 8 O o1_p CIO N *k N 0 N J u- -J u; U) `C M MLu u- LL a y �4 ej NLJL� W N a a Lu Z m c 0" 2 O O H o O O Z LLW 5 N Z jQ a U 0 J Z M O U ❑ll❑ N N M 'o o z z o Q J - a. cn N M z (1) (-D o a--+ w � V OLU S �y N X co v w J E t B fv v N Q m N I� o w M M z o Z UL J i? E O E U � ¢ o o wz Y za oa (O C O UO t- XU a �U O� N�o Qo WW -- TT ci cr C z U " m2 o of ZI w J m ¢ Q W �Z y >> rw o O U �jj Q d �W ci 3 �0 oZ F� 3 A � �W g CO V 1. Z< a OU3 2N 0 = > d' m W m Ln O � W Co = � r O N N LO r +Lo N r 000 N o E m 'E :3 Z E O m d E U J Q J JOB NO: 20-8071 SCALE : AS NOTED SHEET NO. W P .+-r N .-:.:- -.... .= v:: ,. r .wrr .+ �:. .fir �,.. .«.. ... ^T, -fir., .'5,.^.n'r>.. ... .,,>za. .. .. . .&er. .her,. +.. r.... a, .. . , r .. a :,,... w ...: .. au .. ... •ar�'z & .. x .. .. .. . 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ESR-3445 12/31/2020 _...................._........._ 12/31/2020 A23 HU210-2 FL10446.2 FL10856.4 12131/20,10 _...,_...._._... .... 12131/2020 - - they will be utilized on the construction project for which you are applying for a I �- � O U -4.-� O � U .� O .- = L O L Q = O C.O LL O a IO `*) Ca O -D -0 N O L � 1E U CU C C� - .- N �= -� N ?: > OL Q Q Q HD212-2 .. ....... «.............. HD216 ........................................ .......:.•..... HD216 3 HD26 HD28 2 __._........... ........... ' . i4 ...._. HD412 HD610 HDd410 __... FL17232.3 ...... ......... FL17232 3 .. ._._.._..........................I................1............. FL17232.3 FL17232.2 _ .... _ _....._...... ...... _ FL17232 3 _..__-. ....._.. ...... ... _ FL17232 4 .......................................................................... FL17232 4 FU7232.4 FL17241.7 ESR 3445 .................ESR 3445 ............................_..:_.......... ...... I._.. ESR-3445 __ . ESR-3445 _ . __. ___ _ -. _._..._ ....._ ..__._....__ ,_... __..._......I.........._.........___.. _ .._ .. ESR-3445 ' ................ . .. ..... .. ...............' . ESR-3445 ....................... ............. ''" ESR-3445 ESR 3445 _-- -- ... ---..._ ESR-3444- _ » 12131/2020 92/31/2020• 12/311202© 12/31/2020 12/31/2020 12/31/2020 ......:... 12J31/2020 12/31/2020 12/31/2020 HU212-2 HU216 HU216-3 HU26 HU28-2 HU410 HU412 HU610 HUCQ410 FL10856.4 FL10856-5 FL10856,1 FL10856-3 FL10856.4 FL10856.9 FL10$56.9 FL10856.10 FL11468.11 ESR-2549 ESR-2549 ESR-2549 ESR-2549 ESR-2549 ESR-2549 ESR-2549 ESR-2549 SIM200804 12/3112020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 .............. 1213112020 _ ._..._. _........ 12131/2020 12/311202D Mounting Brackets (10 Geiugel - , +1( "1t 4-1 {2"` X Z-12" 1D' d(! ,� 13�C#C�l�SSSi, �t3rt (�t,+May be cut tl+ W) I Artc#Irar`1�ttedule' RiightStacket{10Gauge) CategorylSubeategory Manufacturer Product Description Approval Numbers) Test Pressures FF.� . Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star ON-IMPAC FL20461.1 +67.01-67.D sf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star NON-IMPAC FL20461,6 +67a01-67.0 sf p 12/31/2021 ThermaTru Firber-Classic and Smooth -Star ON -IMPACT) FL20461.9 +67.0/-67.0 sf P 12/31/2021 ThermaTru Firber-Classic and Smooth -Star ON14MPAC FL20461.14 +67.0/-67,0 sf 12/31/2021 HGA10 HGAMID FL17699.1 FL17699.1 Evaluation Report Evaluation R art 12/31/2020 12l3112020 HGA10KT HGAMIOKT FL91470A FL11470.4 SM200803 SM200803 12/31/2020 12131/2D20 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf 12/31/2021 HHCP2 .._......._.....__..-__________________...._......__...._-.. HTA16 FL17236.7 _.........___.-_._..__ ._...._..._ FL176�.4 ESR-3448 ...._.__..--_-_.-_......- __....__.._..____.......: .._-_............__.._--......_...._.....___......__ EvdluationReport 12/31/2020 _---..._.... _ ._...._ 12/31/2020 HCP2 HETA16 FL10447.2 FL11473.5 ESR-2551 S1M200802 1213112020 ...__. __... ....._.. 12/3112020 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.01-67.0 sf 12/3112021 HTA20-18 ..... ...........................-_............... HTT16 FL17680.4 _ ....... FL17324-2 __. _ .. Evaluation Report .... __ _ .. ....._.. ...... _ -............................_............... Evaluation Report 12/3112020 .:....... 12/31/2020 HETA20 HTT16 FL91473.5 FL11498.1 SM200802 ES-0130 92131/2020 ............... 12/31/2020 Bolts 1f2"Di�. A325Gally, (TYPI) o a B. SLIDING M1 Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,0/-40.0 psf 12/31/2020 ........... . HTT45 HTw16 HTW20 ............__........_....._....._.......__............................................................._......_......_..............-...._-'.........._...................._.._......._.._......................_......................_..................._....._.......................---.........._......_........_..._..._.....__.....I......_..__.....- FL173242 FL17244.8 FL17244 8.... "' ..... E1r luatian Report ......................... ESR 3455 - ESR-3455 _ 12/31120�.. 12/31/2020 12/31/2020 HTT22 HTS16 HTS20 FL11496.1 FL10456.22 FL1045&23 ES-0130 ESR-2613 ESR-2613 1Zi3912020... 9213912020 12131/2020 ........ __-.---................ PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Ci ay Buildi Products Residential WindCode Doors W5 {8X7) FL15279.37 +30.D/-32.0psf 5/21/2028 Clopay Builds Products Residential WindCode Doors W5 {16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Cl a Buildi Products Residential WlndCode Doors W6 8X7' FL15279.85 +38.01-42.0 sf 5/21/2028 .:� HTW24 .........._..._..................._........................... FL17244. ....__........................................................................................I............I. ESR-3455 _.._......................._...........-.......,........ ,..._.. 12/31/2020 ......-........._ HTS24 FL10456.24 ESR-2513 12/31/2020 ... .................. #i45c�l i IilGr i Screws HTW30 ......_—........................... HTWM16 ..._.._......_.....--_....._......_.. HTWM20 ..... .. FL17244.$ .._......_......................_........... FL6223-2 FL62232 ESR-3455 _... _... ....................... _......................................._ Evaluation Report ._ .. ......_.. _........ __ ......_ ...-........._ Evaluation Report ...........................,_................. _... 12131/2020 12/31/2020 12/3112020 HTS30 HTSM16 HTSM20 FL10456.25 FL11473.11 FL11473.11 ESR-2613 SIM200802 SM200802 12/31/2020 ........_.........._............... 12/31/2020 12/311202p CI a Buildi Products Y Residential Wir>dCode Doors W6 16X7 { ) FL15279.102 + 37.0/-41.0 sf p /21 2 28 5 1 0 D, METAL LOWERED DRS Curries Divisit3n ofAADG, inc 607,707,727,747,and 847 Single &Pairs t>fi Doors FL11537,1 N/A {see inst sht) 12/31l2025 /v * � i1- e$ A}C tlrii# r3vttvrrr E HOrrica S a p (TyPiC�r 3 ir, tresnt) HUGT2 HUGT3 FL6223.3 ................... . ..... - FL6223 3 Evaluation Report _ ..... _.. .._...... ...._.... .... Evaluation R at 12/31/2020 121311Z02L1 HGT2 HGT3 FL10456.18 FL10456.19 ESR-2513 ESR-2613 12131/2020 .. 1...... 020 2. WINDOWS HUS210-2 HUS212-2 FL1723Z6 FL17232.6 ESR-3445 ESR-3445 12/3112020 12/31/2020 HUS210-2 HUS212-2 FL10856-R4 FL10656.11 ESR-2549 ESR-2549 12131/2020 12131/2020 A• SINGLE HUNG MI Windows art! Doors Series 185 FL17499.2 +50.01-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 _....._..._HUS26 _ _ .._... _ __ FL17232 6 ..._. _ .._._. _ _. _. _. _.._ . . __._._ESR_3445................_ ....... _ .._.....12/31/2020 HUS26 FL10856-11 ESR-2549 1213112020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50,0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 C. FIXED MI Windows and Doors Series 185 FL1534R 1 +40.01-40.0 psf 413/2023 VltasFuerS Self-L kin Nuts $ Front Cross Supper# { be cut t'o W) HUS28 2 JL24 ......... . JL26 JUS290 2 FL17232 6 ... FL17232.7 FL17232.7 FL1723211 ............. ESR 3445 ESR-3445 ESR-3445 .__.............__......._......._._.......--ESR-3445_.._......._.......................___. 12/31/2020_ 12/31/2020 12/31/2020 12/31/2020 HUS282 LU24 LU26 WS210-2 FL10856.11 FL10655A03 FL10655-104 FL10655.107 ESR-2549 ESR-2549 ESR-2549 ESR-2549 12131/2020 12/31/2020 _. .... - ............ 12/31/2020 12131/2020 PGT Series 5520 FL243 413012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/3112020 PGT Series 5500 FL261.1 N/A 5126/2021 E, OTHER €.eft Bradcet(16Gaugie} #14 SeIF-Drilling 5cr `r'iuu brackets _........................................................-............_...................-............._._...................._......................................-..... JUS24 JUS26__............................................ FL1723210 FL1723211 _. - ESR-3445 ESR-3445 12/31/2020 1213//2020 WS24 WS26 FL10655.109 FL10655.111 ESR-2549 ESR-2549 12/31/2020 12/31/2020 6 kCrossSupportinto�A/'CUnitSottolmSide JUS262.......................................:..........FL1723211....._.. ...............:...... ESR-3445 2/3112020 LUS26-2 FL10655-112 ESR-2549 12J3112020 3. PANEL WALL l + h r rri an {iyp + 3 e Sidi hat hu C e i 5ts`) ............... _..._ .... _..... JUS28 ......_................................-..............._ I....._......... __...__................._...__.._......_._.-......._.._........_.......-....._..__..........._..._........_..........._..... ................. FL17232-11 ..._...._ ...........r. __................_........_.....................__...._..... ............_._ ESR-3445 _...--._....._..............__..__...._...._..._..._........._.... ...._ ..........._......... ... 12I3112020 __..._._..._.._..__.....__, WS28 FL10655A13 ESR-2549 12131/2020 ...._...._._.._...... .._. A. SIDING - I -_._. __._e I __-,r- -. - - - .... - James Hardie Building Prod. __� _.._. ._.-__ _ __ i a._ .__- _.. _lank _ _.__...- _ -- - - C�nplank Lap Siding and HardiePlank Lap SidIn _.. . -�._ _ - - - FL13192.1 - FL13192.2 NIA 12/31/2020 t t 1 . : ` �' "� 1 l "" " ` $nvai pn n + JUS46 FL1723211 ESR-3445 92/3112fl20 LUS46 FL10655.198 ESR-2549 12131I2020 B• SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70,0/-70.0 psf 12/31/2020 ...... ..... KLEG3 KST260 FL17241 15 FL17244.15 ESR 3444 .....-.... .................... ESR-3455 12/31/2020 ...,..... ....._,.. 12/31/2020 LEGS MST60 FL10667.71 FL10852.7 ESR-2615 ESR-2105 ... 12131/2020 12/31/2020 C OTHER _."-_.�-,_.. __._,_>._ _._ _...._�u_ - _.-.__m- _ LSTA12 LSTA15 FL17244A8 FL17244.18 - - ESR-3455 ESR-3455 ____ .... 12/31/2020 12/31/2020 LSTA12 LSTA15 FL10852-4 FL10852-4 ESR-2105 ESR-2105 12/31/2020 12J3112020 4, ROOFING PRODUCTS LSTA18 FL17244.18 ESR-3455 12/31/202D LSTA18 FL10852A ESR-2105 12J31/2020 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 LSTA24............. -- .. FL17244.18 ESR 3455 -. 12/3112Q20 LSTA24 FL10852.4 ESR-2105 ... ................ 12131/2020 .._._....._ ..........._ B. UNDERLAYMENTS Temko 151b Felt Underla ment Y FL12328.6 NIA 10/18/2021 .............:........................................................................_..................................................5...................................................._...............................:._�.................:...._.....,.....,...... LSTA30 ....� ........... . _ FL17244.18 ............_......................... _........_..........:............_.............:........:._ ESR 3455 .........................................._......_ _........R- ........_... 12/31i2 _...._ _ . LSTA30 FL10852.4 ESR-2105 12i31/2(320 .20 C. ROOFING FASTENERS NOT USED T LS A3 FL17244.1$ ES 34 55 3 2020 1Z/ 11 LSTA36 F 10$52.5 L ESR 2105 121311 D, ROOF VENTILATORS Than son Arch Metal Coin Off Rid Vents FL16918.1 - FL16918.4 N/A 9/9/2026 LTS19 ......_._.._.___......-..._.._.............._......_....._..._...._..._.._..__..-__..._..___..........._-...._--................-......_.._....__....._....................._........_._.._......._.........._...._.._..._.__._......_....._................_._........._.._................._......._._...__....__ LTS206 .......------..................._..........._.._...._............_....._......_....__......_.._........................................_.._......_.............................._....-.--......_.........._.............._..._.....-._.......................-..-..........._...................................-...........................-...-............... LTT131 FL17219.2 FL17219.2 FL97219.2 ER-0200 ER-0200 ER-0200 12131/2020 12/3112020 12/31/2020 LTT19 LTT20B LTTi31 FL11496.3 FL19496.3 FL11496.3 ER-130 ER-130 ER-130 12/31/2020 - _. . 92131I20Z0 12i3112020 Florida Department of Business &Professional Regulation Pagel oF2 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12131/202D LOmancO, Inc DA-4 Exehust Vent FL17202.1 NIA 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849,28 N/A 12/31/2020 Building Codes and Standards 3nen6te LTW 12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 Boras Tile Saxon 900 y - FL7849.16 FL7849.20 N/A 1 2/3112020 Product Approval Application Detail .................«.......................-..........-.........._......_.............................,.-._................................................-._.._.... LUGT2 FL17240.2 -....'-"....._................ --..............-1-......._.I...._.....-..... ........... ... .... ....... ESR 3447 1213112020 LGT2 FL91470.7 SM200803 12131I2020 ........... MP3 FL17244.22 ..... ......................_,..__........................_......ESR-3455 ESR 3455 12/31/2020 LS30 FL10446.15 ESR-2506 12131/2020 .... ........... F. METAL ROOF Gulf Coast Supply & Manufacturing, L 0.032" Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP34 FL17244.23_ 12/3112020 A34 FL10446.3 ESR-2606 12139/2020 code Entity or Date Dt� Date Pending mite TTypee Version Manufacturer Contact Endneer&License validated By validated 3 bu miffed FBC Approval roved s� Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 334 300-1800 ( ) Compliance Metal Roaring info�gulfcoestsuppty.com Compliance Method: Evaluation Repod home ................:....MP4F...._ _..-..-.. MP5 ....FL17244.24......_. .._.........._. FL17244.22 ...ESR.3455......:.I....__ ESR-3455 .1213112DZEl.. 12/31/2020 CTP4 LS50 FL1D446-19 FL10446.16 ESR-2 6 ESR-2606 12131/202fl 12/3112020 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WMI416 FL10667.86 ESR-2615 12/31/2020 ....__..___.......____......._.._--_--__........._......._.........._.._-._.._-__,......_.._.__--__._.....-...-._.._ MSTA12 FL17244-18 .._..___._..__....._.............._......____._..__.__-_-............_-..____-......_.........._.............._�.._ ESR-3455 ...___.._......_._......__. 12/31/2020 MSTA12 FL10852.8 ESR-2105 ..._.W_..._.._............_........._ 12131/2020 All American Shu ters & Glass Galvanized Steel Storm Panels FL17869A N/A 12/31/2020 MSTA15 FL17244'.18 ESR-3455 92131/2020 MSTA15 FL90$52:8 ESR-2105 12131/2020 6. STRUCTURAL COMPONENTS a Florida Registered Architect or a Licensed Florida Professional En ineer . -: ,, MSTA1$ MSTA24 FL17244.1$ FL17244.18 ESR-3455 ESR-3455 1213112020 12/31/202D MSTA18 MSTA24 FL10852.9 FL10852.9 ESR-2105 ESR-2105 12131/2020 12/3112020 ..._ . A. WOOD CONNECTORS/ USP Structural Caren, see chart �, F 1651.R Pr d a : - ..................._._..._......_...__..._._...._... _ MSTA 36 ._ _. _ ..-_..............._.._._....._....._...._.......... 17 44.1 . 2 8 ....._ _. _ .... _..... - _. ............ ESR-3455 Y 12131/2020 MSTA36 FL10852.9 ESR-2105 12131/2020 - -" --- - - - ANCHORS Simpson Strong -Tie see chart se # Jt_ 1 2 3 4 5 6 7 8 9 10 1 1 1 2 13 14 t 5 16 17 Product Model. Number or Name 0.0328:quoC PJuminum SV Crimp 0.032& not uminum Gulf Lok q ,PJ 1&quot; 24ga. Gulf Snap 1&quota 24ga. VersaLoc 1&quota VersaLoc .032&qud; Aluminum 1.5&quot; 24ga. Gulf Snap 1.5& uoq 24 a. VersaLoc 9 9 2&quota 24ga. MegaLoc 24 Ga. Gulf Lok 24 Ga. Gulf Seam 4 2 Ge. Gust seam 26 Ge. 5V Cn mil 26 Oa. SY Crimp 26 Ga. 5V C' n mil 26c I1 e. Gu Lok 26 Ge. Gulf Lde 26 Ga. GulfPBR Quality Assurance Product Description Contract Explratlpn Date Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 over t5/3z&quot Plywood Min o.0 32&qud15/32numt;PlywklG&quot,Wide 04/122024 Roof Panel overly/32&qud; Plywood 1&quot; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/12/2024 over 1t; Verquilt Plywood 1&quot VersaLoc 24ga 16.5&qud; VWde Roof Panel 04/122024 over153z&quotPlywood 1&quot; uot; Plywood .032&quot;Aluminumgver oanzrz6z4 15/d2&quota Plywood 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Panel over ersaLoqud; Pywood Q 49 q e Roof 04/122024 Pan uof VersaLoc min 2 a. 16& ud wed Penal over 2&quotqud; Plywood Minel ve.2&qud; ot; Plyw 18&qud; wide Roof 04/122024 Panel over 15Gi2& d' PI pod Min 24 Ga. Gulf Lok16&quot; Wide over 15732&quot 04/122024 PIood Min 24 Ga. Gulf Seem 16&qud; Wide Roof Panel 04/122024 over tx4 Wood Pudins over 15/S2&qud; Plywood Min 24 Ge. Gulf Seem, 1 3!4&qud, Snep Lock, 04/12rz02d 16&qud; Wide Roof Panel over 15/32& uot; PI q ywood Min 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04/122024 Yw Min 26 Ge. SV Crimp over 15(d2&quota Plywood 04/i22024 hMn 26 Gs. 5V Crimp Rod Panel over 1x4 Wood 04/122024 Purlins over 15/32& uot; P wood q M•' kNn 28 Ga. Gulf Lok 16&qud, Wide Rod Panel over 04/122024 15/32&quot; Plywood Mm 26 Ge. Gulf Lok 16&quok Wlde Rod Panel over 04/122024 15/32&qud; Plywood Min 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 04/122024 P�wood Approved for Use In HVHz No No Yes Yes yes Yes Yes No No No No Yes No No Yas No No Approved for Use Impact Outsltle HVH2 e I a Yas N/A vas N/A Yes N/A Yes N/A yes N/A Yes N/A Yes N/A Yes N/A Yes N/A Yes N/A yes N/A Yes N/A Yes N/A vas N/A Yes N/A Yes N/A Yes N/A s 1 Pressure +N/A/ -108.5PSF +N/AJ -116.OPSF +N/A/--131.oP5 +N/Al 36s=sF -101.0 PSF -101. +N/A/ - N/A/ SF +N/A/ -N3.5PSF - -108. +NIA/-96.7PSF +NlA/-93.5PSF +N/A/ -tOB.SPSF +N/A! -156.5PSF +NJA/-131.PSF + ova -156.5PSF + N/AI -161.OPSF +N/A/-63.5PSF +N/A/ 54.7PSF MSTC40 .................,............................... . MSTC52 MTW12 ..........................._ ...._..........._..-....................................................... MTW16 MTW18 .........................................._r"...................... FL17244.26 FL1724426 FL17244 $ _ . _... ..._ FL97244.8 FL97244.$ ....... _... . _ ....................... ESR-3455 ...... .............................-... ._ _ . . _ ....._ . - ESR 3455 � �-- ESR-3455 .........-._............-._......._........_.._. _.. _ .... _...................._................__........ ESR-3455 ESR-3455 12/31J20 1 . .... .._...,.....-.. 91 1213 2020 ��---•� ••-�^• 12/31/2020 12/31/2020 12/39/2020 MSTt'AO MSTC52 MTS12 MTS16 MTS98 FL10852.11 FL30952.19 FL10456.33 FL10456.34 FL10456.35 ESR-2105 ES - 105 R 2 ESR-2613 ESR-2613 ESR-2613 92131/20A '- "'--' 12131/ 20 2q '- •'•' """"""" 12/3112020 .... _ _ _ ............... 12/31/2020 .....-.__.....__...._........__.. 12J3112020 B• TRt,.i+SS:PLA TE rJ 1 - TW Buildin Coin onents 1^. Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2020 MITek IndUstne$, Inc. Truss Pia#es FL2197.1 - FL2197.5 NIA 111/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL - - FL6527.1 FL6527.5 N/A 3/31 /2021 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels FL158.1 N/A 5/2112022 MTW20 MUGT15 FL17244 8 FL17240.5 ESR-3455 .ESR-3447 12/31/2020 12/31/2020 MTS20 MGT FL10456.36 FL11470.9 ESR-2613 SIM200803 1213112020 .- .--.�-...-..�. 12/31/2020 Commercial Concrete Products,. Inc High Stren th Concrete Lintels FL1774 N/A 5125/2024 NFM35X12 NFM35X96U FL578.2 ..........._..........-........__ FL578.3 Evaluation R ort .........:..._................_..�...._.........._.........................._`.._..._... Evaluation Report 12/31/2020 -............................_..._...... 12/31/2020 MBHA3.56/11.25 M BHA3.56/16 FL13904.6 FL13904-6 ESR-2616 ESR-2616 12131/2020 ..._......................._............ 1213112020 PAU44 ................................................................................................................................................................._.............................................._........_..................................._................................._........_.................................................. PAU66 .......... PHD2A...__..... PH:QJ3516 FL17239.13 ... FL17219.3 ....................._. . - FL17239.1.3... FL17241.20 ESR-3449 ....._....I ......................._.._.ESR 3449 ER-020CJ.__...........................................12/31/2020 ESR-3444 12/31/2020 _.........................:..,..._........ 92/3112020 12/31/2020 HDU2-SDS2.5 GLT1l3.596 FGTR CS16 FL10441.4 FL90667.8 FL11473.2 FLi 0852.1 ESR-2330 ESR-Z615 SIM200802 ESR-2105 12131/2020 ............_•............................. 12131/2020 1213/12020 12131/2020 ........_.............._....._........ I , ,.....': The Products listed below did not demonstrate product approval at plan review. I understand that at the time of inspec#ion of these products, the following : -------. Infonnafion must be available to the inspector on the jabsite; 1) copy of the product approval, 2) -- --- 1 j ....._...-.. .,,.»...•...._..._ ... ..-._,.,...._.•. __,... ., �....>ue__.-,..---.. ..___-.........,.-.... ..._.., _.. ..-. _.._..,-----_ .,n-.,..», _. _ ...._..----.. _ ,--"-,,, ..__.,.�._......•_ ._,_.,. __...,,..-,,..-,. . .. .-, ,., .._..,..._.,,....,,.,, ,..., .._ ,., __• __ .....__,._ _,--,..,, .__..... .__.,........__ _ _. -"-1'"` tp'• A.,_ �' - - _._ - -__ ___ -. __-. ._. _. __ _.... _..__. __....._ _._. : _ _...._ __. _ ___ - __ _.-.. ___--. ___.___ _ __.__ _ _. _ _ _ _ _ _.. _.__. __. _ _-___ _. __ _ _ _ __-- --- -.._ __._.__._ __._ _ __.._ _ _ : - - >a-_. .._.._--. _> .....�_- _ _..___-... _ _ _. a,__._._ - _.,r._ ._. _ ...._ _�. _._.,.._,_ __�_�"_s� _. _ .____ __� .. ..... ..._. _,.,... _____ ______ __ _ _._._�___ . .- ____.,-. � _ __ ___. _,. .. .._...___. _,..., _ __.... . __� ._ _ .. _ __: -; - _ .. _--_. -_- r,-__. ._ __---_- - _--_ _ ,. ___-__ _- -_ .-_ _ _ ____ _ __-__ _____ ---_ _ __ _ ___ _- _-! "---_.._---`---"-___..__._._........_...._'.___....,_....__.........._..-.._-"".._^._....---...__.._._...........-`-._ RFUS .._......._................................................... RS150 .. .._............ ............. .......... RT15 ....................................................... ....... RT16-2 RT16A FL6223.5 _........................._.._......................................__............................................_ FL97244.27 .... ... _.............................._... .......... FL972.36 3 ......................... .......... .... ... ... ..... FL17236.2 FL17236.2 ..---._.._..--------...._.......-.._...-__..-__-_....-...._...-_-.-_-_.._._._........._........._......�..._........._._........__..__.._ Evaluation Report ...._....................._........................................._......... ESR-3455 ............_._................... .......... ._ :...... ... .. _.... ..... ...... ............................ ESR 3448 ................. _.. ._............... ........... ... _.. ... ..... ...... ESR-3448 ESR-3448 12l3112020 ............. _ ...._. 12/31/2020 ........ .:. ... 12/39/2DZD .. ...... ._....... 12/31/2020 12J3112020 H1 H90 H1©-2. H10A H3 FL10456.5 FL10456'.6 FL10456.7 FL10456.6 FL14456.13 ESR-2613 ESR-2613 ESR-26.9 3 ESR-2613 ESR-2613 12/31I2020 .... ......-................ 12/31/�20 ....._....: _.. ...., _.. 12/3'112021i ......_..._ ........................... 12/3112020 12131/2020 RT3A ..........._........................................................................_..._...._........_.........._....,.........................,..............._.....................................__.............................................._..._................................__.............._..............._.._.........._-....._..._......................_._.__... RT4 FL17236.3 FL17236.3 ESR-3448 ESR-3448 92/31J2020 92l3112020 H4 H5 FL10456.14 FL10456A ESR-2613 ESR-2613 92131JZ020 ... ......... ...... 12/39J20' RT5 -� � -� -- � __......................_....__......_......_...................................... RT7 FL17236'_3 FL17236.3 _ _ ....... _ ESR-3448 ...... .._._... . '-- ........................«.. ESR-3448 1213112020 _........ 12/31/2020 H25 H25A FL10456.11 FL10456.12 ESR-2613 ESR-2613 12/31/2020 ....I...I.._..........._......... 12/31/2020 , P ; - - - ----- ------ - - - . -------- _ _ , .._ - --- - - - --- . , __- --- - - _. _ -__ - -r ._.�_._..__. ._ ...."_.._..__ _..�.___. . - _,._._ . ._�i APPLICANT SIGNATURE - DATE RT7A RT8A FL17236 3 FL17236 3 ESR-3448 ESR. �....._..._..... _... __.. -- 12/31/2020 12/31/2020 H8 SP1 FL11470.3 FL104513A1 SM200803 ESR.-2613 12/3112020 12/3112120 SPT22 FL17244.3D ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 1213112020 SPT24 FL17244 31 ESR 3455 12/31f2020 SP4 1 FL 0456.43 ESR-2613 12131/2020 Florida Department of Business & Professional Regulation Building Codes and Standards P�2 at2 3J2 Mle SPT4 ...........__................................................................................_..._..._........ SPT6 FL17244.32 _ _ ..... -- "- FL17244.32 --..............................._ ESR 3455 ...........-.._..__.... _ .. -' ...._.._........... _.... _.. ESR-3455 ...«.......................... 12/31/2020 ,-. _.. 12/31/2020 SP6 SP8 FL10456-44 FL10456.45 ESR-2813 ESR-2513 12/31/202D ......... _...... 1213112020 .........................................................................-.............................._.................................._.._._..........._................_.........._....................................................._.._..................................._..._.........................._..._..............................._............_.........._... SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 ....._........_.:........_.............., 12/3112020 Product Approval Application Detail .................................................................................................................._........................................__......._.--........... SPTH4 ._.SPTH6..........._............. . ........._..-FL17244.32 FL17244.32 -.............._..._......,..........................................._...................................--....-.............-................_.._........................._......................... ESR-3455 ESR 3455 ................... 12l3112020 12131i2023 SPH6 SPH8 FL10456.47 FL10456.48 ESR-2613 ESR-2613 ............................................. 12/3112020 1213112020 Quality Assueatce Aporovedforuss Appravedfor Use rt act Deslon sins Prpbld Modal. Nurrtberor Name $gQp contrst Exdretim Date ipgy}g OrrWde HVliz g SPTHB FL17244.32 ESR 3455 12/31/2©20 U24 FL90655.149 ESR-2549 12/3912020 18 19 zs Ga. GulIPt3R 26 Ge. GuII Pun 26 eve l5r32& Rod lead over 1x4 Woad OM722tY24 PurSns aver 15l32&qud; Plywgotl brit 26 Ga. GuIfPBR over 15/32&qud; Plywood o4/12/2024 Yes Yes Yes Yes N/A N/A +N/P/ -151.7PSF +NJA/ ........_....._.._......._.._.-- .........._ -- .......................SUH24 _.. .. ..................._.._....._......_........................_.._...I................_ FL17232-13 ............._._...._ ......._...._............ _......................._-.........__........ ESR-3445 12/31/2020 HHUS28 2 FL10655.3 ESR-2549 ..._..._ ........ 12/31/2020 �}� THD28 FL1723216 ESR 3445 12/31/2020 HHUS410 FL10655-4 ESR-2549 12/311202D ._12131/2(120 20 z1 22 26 Ga. GuIfFeR z6 Ge. ralMab 26 Ga. GufiRb Mn 26 Ga. GLMoBR arer lx4 Wood Puiins over 04112=4 15J32&quot; Plywood Nrn 26 Ga. GUMto over 1x4 wool Purtits over OMf2/2024 15/32&quot; Plywood lit 26 Ga. GUM2ib over I5/32&qud; Plywoc l 04/122024 No No No Yes Yas Yes N/A Nra N/A 154.7PSF +NJAJ -151.7PSF +N/AI -1642PSF +N/,V .......THi 2 ................... FL172-i6....._...... ........•• ... ...ESR-3445 ....I.... .,..... 92/311202CI HGUS5.25112 FL1146$.11 SIM200804 .. _ _ THD410 THD412 _.._...... . FL17232-16 ........................_......_.._.............._........_ ....._ _ .__ . FL1723216 ESR-3445 ....._--. - ESR-3445 12/31/2020 _ ......_...� ..... 12/31120M HGUS414 HDQ8-SDS3 FL91468.10 FL10441.1 SIM200804 ESR-2330 12/31/2020 ... ......._....._... 12/31/2020 THD612 FL1723216 ESR-3445 12/3112020 M STAM24 FL11473.19 Si M200802 12/31/202fl z3 2s c;a. r Mtb Nit 26 Ga. Gulfllib over 15132&qud; Plywood Oa1212024 Yas vas N/A -159.2PSF +NlA! -159.2PSF ............---..........................................................-_.....-...._..................__.........................................._...................._.........-...,..................................................................._..-..-.........._....-.-............................_..........................................._......__..I....... THDH414 ........_......................................._.......... ,. UGTS3F _ .._...._ . FL17232 97 .... FL20331 ESR 3445 Report...___ 12131/2020 12J31/2020 MSTAM36 MSTCM40 FL31473.19 FL11473.19 SI:M200802 SIM200802 ... 1213112020 12J3112020 � �.� M 24 25 26 Ga. GuliRb 29 Ga. GulfRil IM 26 Ga. Gu➢itib over 1x4 Wood Purlits over 04/12/2024 15fi2&qud; Plywood Mn 29 Ga. GuNRib over 1x4 Wood Purlins over 04H2/2024 Yes No Yes Yes N/A N/A +N/a -164.2PSF +NIN UPHD8 ........__..._....._ ................................I.........._.........._. -Evaltlatlan .............._......_........_. ER-0200 1213112020 HHETA20 FL11473-9 SIM200802 12/31/2020 � O - ......FL1.72i9.5__.._._. - _. - LGT3-,SDS25 FL91470.7 SIM200803 92/31i2020 26 29 Ga. GulfRir 15132&quot,. Plywood Min 29 Ga. GulfRib over 15132&qud; Plywood 04/722024 No Yes NIA -123.5PSF +NJAJ -146.OPSF L 0- ..._..............._........................................................................_......_.........................................._.........................._....................................._.........._.........................._.................................._........._................................................... - - - LGUM28-2 FL11473.12 M SI 200802 ..._�......_3......................... 2J 912020 _ _ _ _ - _ 27 28 29 Ga- GuMfb 29 (�. GuFIRb f,Mi 29 Ga. GtMib over lx4 Wood Pudns over 0M72I2024 7/in 29 G1. O.S.B. h6t 29 Ga. GJfitib over 7H 6&quok O.S_B. OM1212024 No No Yes Yes N/A N/A +NIA/ -101APSF +NiPJ O i�L /� < - - - - - - -116.OPSF � U Search Critarla Code Version: 2017 FLs: 11651 Application Type: ALL Category: ALL Application Status: ALL Product Manufadur . ALL subcategory: ALL compliance Method: ALL Quality Assurance Bttity Contract Expired: ALL Product Description: ALL Product Model, Number or Name: ALL Approved for use in HVHZ: ALL Approved for use outside NVHZ: ALL Design Pressue: ALL impact Resistant: ALL Date From: ALL Dato To: ALL 0 M Code ntlt Data Date Date Pending Date min Verslnn Revision 2017 Manufacturer Smart Vent Products, Inc. Category: Structural Components Contact Engineer & License Validated By Michael Graham Hermes F, Norero P.E. Locke Bowden P.E. (877) 441-8368 PE-73778 (334) 300-1800 Validated y^• y�j 08/17/2018 08/172018 FBC Anoroval 08232018 eoprgygj 10/08/2018 Approved < Subcategory: Products Introduced as a Result of New infoQsmartventeom Bence Mey Compliance Method: Evaluation Repod from a Florida Registered Architect or a Licensed Flonde Professional Engineer Fifiss22RTftroducts Sea # Product Model. Number or Name 1 SmartVent Model #t 540-510 Quality Assurance Product Description Contract Expiration Date Dual Function Flood and Ventilation Vent 12/312020 �;' Approved for Use Approved for Use in NVHZ Outside HVHZ Resigtapt Yes Yes Imnagt NIA Design Pressure +100/-100 Q C 2 3 SmartVent Model #1540-511 SmartVent Model #1540.520 Duel Function Flood and Ventilation Vent 12/312020 Insulated Flood Vent 12/312020 Yes Yes Yes Yes N/A NIA -100/ 100 +100/-100 7` W ■ J 4 5 6 SmartVent Model #1540-521 SmartVent Model #1540-524 SmartVent Model #1540-570 Insulated Flood Vent 121312020 16&qud; Garage Door Flood Vent 12/312020 Wood Well Insulated Flood Vent 12/312020 Yes Yes Yes Yes Yes Yes N/A NIA N/A -1001-100 N/A +1001-100 Z Q 7 SmartVent Model #1540-574 14.5&qud: Garage Door Flood Vent 12/312020 Yes Yes N/A N/A _l SHEET NO. PA 1.0 4 •'.: I „, y (1-Mrig/out-Ing., X n. Dow I %quu Dow Florida Department of Business & Professional Regulation Page 3 of Building Codes and Standards 12JI2/2018 Product Approval Application Detail Cede .. Eputvor Wk 2114. Date Pendinu fJSS2 T.voe -Version. :Manufacturer Contact Emmnaar&License validated By Validated Submitted FSC Aoorevel Aaoroved. A AMA Revision 2017 Therms-Tm Corporation Rick Wright Lyndon F. Schrld, P.E. Ryan J, King, P.E. 1213Y2017 12/132017 12DInDIT 02/13/2018 Approved Category: Exderlor Doors (419)2S8.1740 PE-43409 (813)767-6556 $uIrCateg y: Svwnging Exterior Door Assemblies nckwsiDIwbidgconsuftents. Compliance Method: Evanason Report from a Co. Florida Registered Architect or a Licensed Flodda Professional Engineer Quality Aeauranoe Aoorovedfor, Uae Aoorovadfor Uae Imoact Deaian Seat Product Model. Number or Name. Product Deeeriaten Contract Daft In HVHZ Outside HVHZ eBaiatent Pressure 1 a, ThewiaTru Fiber -Classic and Smooth -Star Nominal 6&1K+9;6 &quotNwr Impsd&qu d; Opaque 12/312021 No Yes NO N/A Composite Edge Fiberglass Single Door (Ins,Mng/Oulswirlg, X configuration) 6 f, Therm- Fber-Classic ardSmooth-Star Nominal 8W9;0 &quotNon-Impsc1&quo1; Opaque imi2021 No Yes No WA Composes, Edgefibergiess Single Dow Florida Departnent of Business & Professional Regulation Paga l w i Building Codes and Stanciepds lfarmla Product Approval Application Debit 8A1ffi254114 Ste k Cd&I a Rik jest 11le2adm abl I= Yeslon llama rigout aN&ML&iIMM You NNW" akin." FOCAmnsy,[ Agessalf ANN Revision 2017 TMmy-T u Caperton, RklrNkgM Nob AwMdko§M & Ryan J. Kkg, P.E. +2/20I2017 OBIN411117 /2127/2017 Approved Category: Erdada Duos (419) 2WI740 Managamant hegatuls (813) 7674585 &*CaMOW. 8abgkg Ederlor Door AermDta tkkwIRirside-Raft compliance, Iffiethoth cWhyladlon Mwk a Us" owe A,,- agomsuLum bow !gym alas FtopidpaBcdoom he mum tefeidle, HvHz Biatim P- 1 a. &grrotCJsak•Cr$Uquce: r.f Ilquot8enchal k by H and 60 Opngs and Glazed Fargbs Dow wkh 12031=1 No Ys No WA That-Tndquot and without SHear Imering and Ch nwte gAk min vagains, lltladliallat Revision 2017 TMmse-TN CorporWax Cregny: EodarW Dann &WAIN ay: Bt "Ea aft Dew Aseam6Nes Con*Nwm Metlted: DptlMstlon Mark or Us" ama 6 0.&WOtIla+ootlx-8W1111g101; read asptotaenfinadt by Tname•TnAquct Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail satlsCa Som Wadded 8, Rkk Wright Man"Acaedar & Ryan J. KkV, RE (410)nO.1740 WspemmaM lmauY (813)767.ON dcloalgrublilgoossultantli. can PW 1ofi 1fe/4016 lea lets teem no Ye iod atlbaLtasi BiSr.Atmloval Assaftonedapple 122=17 09/2120.17 1212=17 Approved AatlW Agee joust as" II, Hyn outwo m Belam Praaun 64 VW 810 Opaque and Gbsd FaargWS Door We, 12/31/121 No Yes me WA and wibout SMeWs, tnawkg and OunWa Florida Department of Business & Professional Regulation Page 2 02 Florida Department of Business & Professional Regulation Pwr t a 1 Florida Department of Business & Professional Regulation Fps, I a+ Florida DepaRmsnf of Business & Professional Regulation Pagel or l Building Codes and Standards Ir"2020 Building Codes and Standards tarmle Building Codes and Standards +fymte Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall RI4nx 2 Rx ,.. . Siege .. ., .. x. ... .. Product Model. r Name .. . ..., ,, .. ,� ,, Quality Product Contract , . ,. ••. Ermiraflon AowInKreUse ,. .. Approved rev use , ..,. _ . , Pressirra Bpfiiiflml III � 21M 91kell" lee &91sn Q 2m 1F a lent !fit ! We e+�a1�t �t sg�g gia gala 2MLBMMU 21M tWIFatIna Dale In HYHZ Outside, NVFIZ eR sisiant mm y� magglagissis � � YW� �� Aggrieved varelans w � Sulonifted PW� A� � � � N� A� � 1 ALUMINUM SERIES 420 ALUMINUM SOD 420ALUMINUM 145374&quotx80&quoLNON-REINFORCED 145-3X 42wA,806 NUMSGD rIN 12rS12020 No Yes No WA Rwbbn 2D77 C+oMy Buetlkg Products ConlWrlN MMeWanMM IMeMltTseg Services NA, Mary FhsW 117192017 cel10rm17 12roS12017 Approved Review 2017 Cbpay BUAdkg Products Company MrkVMW8vi0 ksltrhTa.tkg Servloaa NA Or1/Phahbr 11292017 061102017 171054017 Approved RavNion 2017 POT YttluWW DsrnRad MWN•Dods BCCO-CER MtsmtFOade eCCO•YAL 12/102017 1128rm17 122N7017 Approved 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM&Gb OX, XO, XX 12r3lr2C20 No Yes No WA Celegorr: EAKW OWS (513)7704M Inc. (613)519.WM CaMgaY: Edentr Doers (513)7704002 Inc. (013)61946M callow. edrbr Dana (e41)4e"100 (TO 316.26e0 '86&quoluce%quota:NON-REINFORCED SWCdww asdbntl ExhaW Door A4esmblNe mevasnr6Ydilitlapay-own &iCebgay: SMbnal Ellerin DoorAsssrM6p mWraster6N0igidapycan &OGlegay: SMI Exbdor,DoorAmernp6ea drlWeerpgtkdu4bW.00m 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM $Go REINFORCED OXO 1213IM20 No Yes No N/A cawlpaarla WYpd CbatlnatlOn Mark or LlWlp conlPrerra Wept Certlnadan Mot or Listig Compaxro W&od: Cartl6C4tbn M.d or Llvibg 145314&quot:196&quo1; 4 SERIES 420ALIJMINUM SGO REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX. 1MIM20 No Yes No N/A P114HR4f Padsb XO, XX g6&q'w;'96&gU'tL - against Assiggrandil Amy 1 lei Aar a lel� Assonsinieltarthas 1� genres 5. SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM. SGD REINFORCED XXX 12/312C10 No Yes No N/A Rea! � 19usan &a ls.Bi91i ! ilm>! Elm Ig.fad>i (L � :AW14 1438quotk96&quW, 37 037 W548 PAW W151: 84& 94,73.75. 1500, 190. 70, 78V, 4RST, 4RSF, BRST, BRSF, VW, 48, 42, 66, 489, E Shall Pan (min. 25 ga.) SNpla-Cu (up 10 OV wile) o6212026 No Year 9gINDCODENIIII W6 0nmpe Door No .30 PSR-32 Pep 53 Sd3V1.-10 PAN.2F76b: 84& 94, 73, 76,1600,196, 4RST, 4RSF, BRST, 6118F, 46, 42, 65, 4W, 428, fi6S, OD66, Part pnIn. 25 ga.) Double -Car Wr b 157 OBM2�8 No Yw weed) W*XXX OEM174; VJ5 GW W Door No .3o Pli Pap 10 gaD•667g (Lungs kW W mina) V" lilNkp OWs Dow ON1M2021 Y" Yu Yaa WA 428. 08, ODse, GD58V, GFISS, GROV, ARSE, AR58V, OD5W, GR58, Cassell, ARSE, ARM. EDSS, EDWV ED6S, EDbSV Florida Depalrtmard of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.ea 1011 i/6rm1a RJN637•R7 Tam Mud" MKdRdI OL sorestanabowa yrwted by Vallsbalad llda9610 VW AMWH[ Appose allele RWAMN 2017 CURRIES Walsh ofAA00, Ia Dedkova UL LLC Ted Boman, PE lir. 2o17 1002017 IZM/2017 Approved caYgoryt exbtbr Doom (841) 404.26a4 (305) ON 4707 &OCaMVW Exbrler Door Companenn devwdetllicitnaeubby.m Cewupftns Yrhed: Cwdlo.tlm Mark or LYliug an FLa1617RYPrakar !mj Practice YehL YunhrdrNaw � oulakk BdQ BN1Wm 15aags& 1 W7, 707, 727, 747, rid $47 Shpb Arad Parka OF Doss Fhviu, Olaaell, rd Leavers single and pairs of 12131=5 Ys Yes Yes; WA resew mow dada. Florida Department of Business & Professional Regulation Paget dr2 Building Codes and Standards Is, 420 Product Approval Application Detail Coda t or Ugla D_te. Dafo Fond.,� ugg version ManufacturerF-+r contact FJmineer& Uceae validated ay validated ,Sinnitt d FSCAo rovd Approved MI R.*ien 2017 MI Wndowsend Doan Brant Salingr America. ArchaBtlural Sleven M. Udd., PE 0&042019 06/D4/2019 D60072019 Approved Category: W'd- 1717)385-3300 Manufacturers Association (717)317-8454 Subcategory: Fixed tslpingerpmNyd.dom Compliance Method: Certification Mark or Listing Pk«id fJ,8134g-R;2 _,-0 , . , ..- ... , .. A . , . •. �, ,.. , .„. - M1 " ' ....2 . = Quality Assurance Amr-di for Use Apo roved rod use .. Impact Dasfpn Sao 0 Product Model. Nu rnJI of No.. Product Dasoription Contract Exmbarlon Delp. In HVHZ Outside HVH Resist ant pressure 1 185 PW 73.x. 721nsuieted Glass 04/032023 No. Yes No -801-60 Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 141120111 Product Approval Application Detail FLWSWM Task Vadw lYomtarnm gsdest ! .vwwawd by lfWde.9 tee F8QA I Amrakd sales, Review 2D17 Thrmo nu corporation Molt Wrgld Lyndon F. Schmidt PX. Ryan J. ling. P.E. 10n8/2017 to'1&2017 1g2212017 12n22017 Approve CabgOy: Edialorpoas (419)298.1740 PEH13409 (813)787.8656 Sue0weOar: Sailre g Erleabr DWAsenrnse coapMra sa&ed avakall" Repot 8wer a Cash FWMa RegtsWed Arcasedt or a Llanaed pbtls. RA"I nai EnglrlNf ELIBMIALBmdma lag ProbmtModN.NsWrwlbar Agarars0for use A�mCih! ]mow FIMm 111.t1 0.1" Jam. 1 a.&quoti'llanClassiloliquot,:gnot8aast&r8qued. 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OLUMS Beh.m 2 Hw tsPWrk Lap NOV flat-=Rmalotsmft 12/3iri= Yes Yes WA WA Florida Department of Business .&.Professional Regulation Building Codes and Standards Product Approval Application Detail Page,2 of 3 Florida Department of Business & Professional Regulation 1120 2o2o Building Codes and Standards Product Approval Application Detail silo a Pfwexet Model. Number or NertN Adduct DescNWlon Co nraA Emnation Date � outside HVHZ Resistant p�gg 2 165 SH 52t72 Fin/Flange. Frame IGSG Single Hung 10n)82023 No Yes No +60b60 Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 12V2020 Product Approval Application Detail Approved fw use. A ... Mind for use Imoact Florida DepaMlant of Business & Professional Regulation Building Codes and Standards Product Approval Application DOUR Popia1 1f&2o1e l�Z1» gait l got gib 21KEMSE Refs Task Vogl" g9Mei Yoh YMIesMt smelt PAC Awil" l Amma6 aaaa Revision 2017 Jams HWI$&gang Produce, ism Pkgshalg Zhu Ronald LOpewa John Sallud, RE 08462017 081092017 080=17 1WIM2017 Approved calegory: Pall Ware low 34"w PE-24121 (352) 307.208 SW Glossy: SMkg PltgMarg.rlku�hnastar Cowhdlina Me&od Evalaadn Raped Boma db.00m FbrMn Replanted Archeld or ■ Lcensed Flalds ProbuMnr Edgiest Assoadviallartian, ARKMMlftmm IaRim Dealer am! in HVHZ Outside HvHZ B 2 HarO~Lop aft fiber-cament lop siding 12131r2020 Yes Yes WA WA Pe9e If mla F gait enrol ate 20 no [NO Pndm Isla lag )Halm M Comm ammwaLRanu vmmaw.Q1t Validated sULTAW FWAssoressel Emmrlll. s m Revbkn 2017 CkpW eurdke Products Compsy Mad Vhs*%d Irlbrbk Twthe Servos NA Gery Phshler I ltb A17 OBr102017 12I0612D17 Approved Oabgery: Eftft Dean (513)770•8082 I= (613)519400 BW CS"wr Sndknni ExtedaDow Awariblift mwomtRMdQdomr earpeuw MYlrwb CwMWotkn Mark a LWnp "jigali.as Producer QuWlbvAWAWAW AgorgirsCfor lUse Asonnistlforiist hoW 21Mm asapl mConbed&nbftDde in WINE Presents 85 085 VAHM PAWN153: 73, 75, 84A, 04, 42, 48, 428, 489, Itseal Pon (min. 25 ge.) 8I gbCor (up b ST wide) 0521/2M No Yes W ♦38 P8Fh42 4RST, SM, GOSB, GRSS, ARM EMS WINOCODL'M174; WB Os spin Door PSF Florida Department of Business & Professional Regulation ppe 1 w e Building Codes and Standanb +Irrmis Product Approval Application Detail FlemmAm .990 EWAV 20 210 M 201 Tam YnMm Readisissa gamest i miam f1Lmm mildi tm YRU MM hilai tl FIND Astishavell &21mud slosh Revbbn 2017 POTkNWba DIM Ruddt MWnWode BOW -CER MWrd-DWa DDCO-VAL 1200 017 12*1111=7 12250017 Approved cals"t rgkwoves (941) 4884100 CM 31545M SrbCaboWr, Single Hung d� Col perm♦ M.arouk CertlBaflon Mark or Lkft FL#2394US Protests MORIM 21wo ?Mta ID.= 2WWK= Bohm BJ 7 04-55D0 "W MWBs in, vinyl Single Hung Widow O7r9020W Yes Yes Yes WA Florida Department of Business & Professional Regulation Pena a+ Building Codes and Standards +am+e Product Approval Application Detail B8t1$11 iliac YauW9 !f ggoest amlosm&LIame Sly ydmm &Vkftd FIND fiessarsond Amrgffi awn RWWW 20117 POT kmvsw a Dan Rnad MkmFDod 11000-Dart MIemFDedw aiOO-VAL 120=17 11H52017 1210YJ617 Approved cdom: Wlndaas (941)48MIOD (7MI3162M &rcobgnr: Muaaa dAme.G MWashis&apm conpeance MWw* CeNAcNia Mad w Lust FLM4 M1 Produce. 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King, RE 10011,112017 10A3201T 10/11r2017 12M22017 Approved cobgnry: Pants Wag -(330) M-2389 PE-43409 (813)767.8685 sudcabli Sam naanad-Banda oom Onepike es Ma&sd E/eludbn Repot goo a Florida Registered Ardnece w a License Florida PrwasknN Engineer Saalai ArYmara Assalonedforlikes Anoroved for Use term 21MM aro2 im am 11112Bd4 oubhbtnm aaltlem madelak 1 s. &WQt2T&*IQt goat Yeas or Sam vbv acted 12214M No Ys No WA Florida Depa lament of Business & Professional Regulation P.ge l w I Building Codas and Standards 116=18 Product Approval Application Detail lS 127 Bar gait aster a Ielt got 10,11amim 211k Revision.. 2017 clam B11sek1g Promises CW"W MrkwsebrMki gdetnk Tooft Service NA. Gary Pkmhla 11r2=17 0801o2O17 121011=17 Approved cabgoy: Exnrbr Doan 1513)7704NO led (513)5194M SbCabgory: Seasonal ExWW DoorAwmkes mWaknrPnklOdaWY•aom Cowsk aklstlrea Catalonian Mrk or LINkg Qv@WAs Amroved for Um Agarmledfortw b" IeMan AM am LMM tlmiHi oubwo HvHz Bohm Iptasseasse 102 102 WO-18 PAN•2F163: 73, 75, 84A, 94, 42.48, 428, 48B, Steel Pan (min. 26.9a.) Dabb4:ar (Wr to 1$7 06/212029 Me Yes No e37 PSF/41 4RST, SRST, GD58, GtSS, ARSE, EM vvW) WINOCODEM174; W6 (Wrap Dow P3F Florida Department of Business & Professional Regulation Ples l w t Building Gofers and Standards I051101e Product Approval Application Detail Tme venal" Beam comb d J aYhLa VWk lbd by YNlclated AWmWW PWAM m d 9mmceA Ali" RrA Wr 2017 issts WWI Bulling prodos. ktc. Pinow ttg and Ronald 1. 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(330)822-2389 PS43400 (813)7874M5 nawmpeon�anMeaom Pqa, of +rsrm+e goa 21b 2MLbeim limb Yelp jilintaild FACAMonvill Approved am& 10/0412017 10N32017 10n12D17 121Y21117 Approved Amy IM21d 2MW Low InCANUMO flookum PMMRM vWwsondvig48o11t 12/51rAW No Yse No WA . -R N tU �+ U N C�_ O i 'En CU U _120 Cn O 'I^� a/♦ O 0 a-0-0 O ��„� V W M C O O O -(n O � CD_ Ly^=/ /n� , /CIO z z W J U) as a� a) cases" m � V m � C/) -t:f 0 W ICU 0 L feesell 0_ V 'CD'^ V! V W Q z Q J SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Page 3 of Building Codes and Standards I12o12om Product Approval Application Detail Code EMIN or aQ2te aW Data purl two LM Version Manufacturer Contact Enamel & License Validated av YAW1al4 submitted FEICAMroyal AYYtrowa $a4a Revision 2017 GAF Micheal Stich Robert Na rninen Jahn W. Knezevich, PE 12/11/2019 12/11/2019 121182019 ding FBC Appr Category: Pool (800) 78&3411 FE-59166 (954) 772-6224 9uoCalapory: Asphalt Shin0les mtlehQgafoom s Compliance Method: Evaluation Repave from a Florida Registered Architect or a Licensed Florida Professional Engineer iL tI0t24.R25 Predmdial _ ' _ ... QualiNAssuranee Aoorowd for Use„ Apor-ol for U. hoped Design Seale Product Model. Number or Nacre Product 0 ...1,11— Contract Emiratim Data In Hl outside HVHZ Roalstand, Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and 12/162022 No Yes NIA WA hipmdge asphalt shingles Florida Department of Business & Professional Regulation Paged .11 Building Codes and Standards I2a202o Product Approval Application Detail Code FnHIN or Die Date Date Pendlna ,Data ]spa Version Manufacturer Contact EmIneer&Llcerue Validated By Validaed SubmNmd FBC Amrordl Approved awm Revision 2017 TAMKO Building Products, Inc. Karl Eden Zachary R. Priest Locks Bowden P.E. 10/19/2017 10A52D17 102MO17 12112/2017 Approved Category: Roofing (417)624-6644 PE-74021 (334) 300.1800 subcategory: underleymants kern edenQtamko,com Compliance Method: Evaluation Report froma Florida Registered Architect or. Licensed Mende Professional Engineer " ducts Qu„ lltvAssnr n_ Approved for use Approved for Use lipgact Division Florida Deparlirlent of Business & Professional Regulation Pepe 1 al Bu lding Codes and Standards mantle Product Approval Application Detati FLNIP3I-M raft looks Dar Dar BOLL O" gala BM Ynrsim la1MlYaho[ Santa EoomffAuna madam Yadl saga ilaAsatted Anamlaf awn Revision 2017 1 Th"r"o, tea. ins Thompson NabduM Tony awmmsn Zachary R. 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Thompson, hoc. 09 Thompson AMh%WWrai Tony Christman Zachary R. Priest Lode Bowden IOMOMO17 101101l 1011720,17 12M245017 Approved RWWM 2017 ll Thompson, Inc. ma Thompson Amk%cmi Tony CItrnan Zadary R. PdMt Loot. ., 10/101l tonal 10117=17 12M22017 Approved Rsvlsbn 2017 Flodde MMal Products In Clark Jones Jams L Bucgr, P.E. lobe] John Rim an, 1021ill IOMM17 tat tml 12n2/2017 Approved Me" Cornpaly CrAMCO) (813)248-346B PE-74021 (334)Wo-1800 Mesta Canploy(rAMCO) IBM 2044M PE-74021 (334)300.1800 classier. ROOM (90q 783a400 CBUCK EngI-sting P.E. Category: Roaera bnyagan@Wkoo&v.00m ay: briy�artms4koolfng.oam arrBCsl Rol era tiva an en derk®Mnao.com PE31242 (581) 414.7887 SubCalsol Real Aooasaodw gut are an ardGl : Re BUbC Rsoaig Amwaodr tl-tsinm Porto eResell Sys tern Mlegrsl Pontofera Rw& System Ibgral Partatlb Part ofth. oling CorrpBawMetal Evaluation Roonsedort ana CmpgwmMethoa Evauatlonn Repodhon a - Repotfroma enkastmomR Ar Pbmbo Reyhtemsd ArchtsotastloensM Fbdda FkMda Received Architect weLfarmd Florl Fonda Rag timadaEvalu or Ardlleot a a Lloeuaed Plorkla ProlMtenal Erlphisa Professionp Eryliaer Engines OIIOLAaantra Anomalies for Aogmrd.lo<We tong= ratan 9ONLLMIntOfd Anneal Bar Use ADWWMdt.YR kill S 21ME N A,,-,d,frU- Aooraved fee U, Ylaw 21" Ali mm EMMOLOOldow raubdEndmem2m InNVHZ gadai= tug" 19eggd malt P rime be.Dab hlJf16 oubkb BooMill mom", mat contendE In HY i pubme Hyl awaldal EMaglrs 3 3- FLAMCO&0uatav lO ml venaguot Aluminum Ridge Vmb for pWdud roo4 fabrleabd 12/312020 No Yes No WA 3 TAMOO 05PJl Rod Vent with Seen 20 ga. site rod semester raw bl+gr+ted base OGOVAo8 Yes Ya KA WA 4 TAMCO Raul Top OMIdge Vint wth Bed forTb 28 ga. sbBp roavanastor with balls Oaoa202a Yee Yes WA WA hen 0.02rAlaningen Florida Department of Business & Professional Regulation pager al Building Codes and Standards 122W2020 Product Approval Application Detail Code Entity or sale Data Dab Fsnana 7yge Version Manufacturer combat Brmneer&License Validated By Validated Submitted FBCAPrroral Approved Status Revision 2017 Sorel Roofing Anderson Robin IAPMO Unlform Evaluation Gary W. Welker 10t182017 10A782017 10212017 Approved Category; Roofing (801) 380-6091 Service. LLC, (205) 554-0160 Subcategory: Roofing Tiles RobinAndersongboraLco Compliancs Method: Evaluation Report from a m Product Evaluation Entity FLa7949-R11 Products Qualltv Assurance Approved for Use Aoaowd for Usa mggrd JIlfilaD sea N ProWct Model. Nrmbw or Name Product Description Contract Emission Data In HVHZ Outside HVHZ Rvista Pressure 15 Sadel Matie- Kll.CA 17J51MOZO No esWA 17 Saxony900 - Country Slate, Hartford Slate, Shake, Slate, Flat Profllo- Stockton, CA 12/312020 No Yes N/A PIA Split Old English Thatch 18 Saxony900- Country Slate., Shake&amp; Slate Flat Profile -Henderson, NV 12/31202O No Yes N/A WA 19 Saxony 900- Country Slate, Shake, Slate&amp: Split Flat Profle - Lake Welds, FL 12/314aO20 No Yes NIA NIA Shake 20 Saxony900-,sheke&arl Slate Flat Profile - Lathrop,. CA 12212020 No Yes N/A WA V111a9GO MRium e- over o Yoe NIA N/A 28 Ville 900 Medium Proele - Lake Wales, FL 121312020 No Yes N/A WA Florida Department Of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Page 1 o d durmia FLMOINM raft gooka tar Lr RMLBMMN Lie mm Ymlm tiMtli loolz 220M Esalan EAMame mda*A Mt iddalta aaomtllti I=ANWWW Anolmad Atha RsvNbn 2017 nW BUNN carpauds ©rap Ina shun Lewis ICC E-v*kWm Service, LLC William M. Raveled, PE OBI a2017 Da072017 0010017 Approved Gtegery: structural ewponab (847)OIW73 (40nee1-1g1T eubCobsUM: True Plata OwNwea0kw& corn QoulpI - 11S0er1 Evauation Reportenm m Promtuot EvahMtles Entity BtlILL4i Products Qumft Apennines Sri AparaxW.Ytltg YMw )anal mat FffidadDmdMIM 22012KKUkglRD20 its Hill OwNWHYM RUMO M Pfa@MM 2 ITW BCOIApk-Wmpe PlNs Most Cmnedor Plate IMIROU Y" Ya III WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pepe 1 .11 IrnrMO Code tEn IN or ,DDee Data Pate Pending nI Type Version Manufacturer Comect Engineer A, License Validated ev vatdaed Submitted FBC Approval Approved arm tsi Revision 3017 Global Protecticn Products, LC TIm Robinson Weller A Tills JrP.E. John W. Knezedoh PE OSM612017 OW112017 09/112017 17JI212017 Approved Category: Shutters. (954) 889-7545 PE-44167 (954) 772-6224 Subcategory: Storm Panels tnn.robinsonCgppant.com Compliance Method: Evaluation Report from a Fluids Registered Architect or a Licensed Florida F11015976-i Produets. Protessiorel Fngineer - - 6e9O Product Model. Number or Name Product Description QmraIlNAssurance AreroVedfpr use Contract Expiration Data In HVHZ Adult for Use Outside hill m ildd Design Rest ressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 1?7312020 Yes Yes Yes MIA Florida Department of Business & Professional Regulation Bullding Codes and Standards Product Approval Applicaton Detail Prpdad dArmte 1 LAMI!_ mm lersan jossoo usi 92" foddmKALMM mmkkilm ytl awors ! gAmormw ARR Mug am* Revision 2017 ITw Building Componenens (Nap into. Sued LA" lCC ftAni on Service, LLC NMYn M. Rmled, PE 061192017 0000712017 0&212017 Approved c+mpT. 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